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109 Venetian Bay Cir - BR05-000076 - SFRPERMIT ADDRESS CONTRACTOR Morrison Homes 151 Southhall Ln #200 ADDRESS Maitland, FL 32751 407=257-6940 CRC 041929 PHONE NUMBER PROPERTY OWNER ADDRESS l ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMT NUMBER FEE FEE A. SUBDIVISION 'I^ PERMIT # C- DATE % yg PERMIT DESCRIPTION 2- PERMIT VALUATION C> SQUARE FOOTAGE ds\.Oq 0 V City of Sanford Certificate of Occupancy This is to certify that the building located at 109 Venetian Bay Cir for which permit number 05-76 was issued and has been completed according to the plans and specifications filed in the permit, to wit a 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 03/28/OS Engineering: D. Richards 03/24/05 Public Works: J. Crumpton 03/23/05 Utilities: R. Blake 03/23/05 Fire Department: Zoning: Morrison Homes - Po,X5-'- 03/29/05 Property Owner Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 03/21/05 1 05-76 109 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. Engineeri Public Works Utilities OFire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATETIFICATE OF OCCUPANCYr\ REQUEST FOR FINAL INSPECTION New Single Family**** DATE: 03/21/05 CONKRED PERMIT #: 05-76 ADDRESS: 109 Venetian Bay Cir CONTRACTOR: Morrison Homes PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ublic Works > n4 Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: PERMIT #: ADDRESS: 1 i I CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIONo " I L New FSingleFamily**** gY03/ 21/05 NMI, 05-76 G 109 Venetian Bay Cir U. of ri yWy dICONTRACTOR: Morrison Homes a, PHONE #: Chris 407-948-4893 1 I I I I r, C co 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 ED] Pubis Works Zoning s Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 3/23/05 15:28:22 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 240645 23.19.30.502-0000-0690 109 VENETIAN BAY CIR Free -form information LOT 69 ****************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-76 PD 10-12-04 SEE REC #7237 3/4"WA METER SET FEE $190.00 PD 10-15-04 REC#7237 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) March 28, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 69 Venetian Bay, 109 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 109 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 69, "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 Z—) D1— uir Darae L. Przemieniecki , P.S. Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number. 109 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 69 ;' 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): iP - ##' - ##.##" or ##. #°) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 66. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined N Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: N 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 N 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/A1-A30, AR/AH, AR/AO Complete Items C3.-aa below according to the building diagram specified in Item C2. State the datum used. Ifthe 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. N Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes N No o a) Top of bottom floor (including basement or endosure) 13. 8 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o d) Attached garage (top of slab) 13. 5 ft.(m) o e) Lowest elevation of machinery and/orequipment servicing the building (Describe in a Comments area) 13. 0 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 12. 9 ft.(m) o g) Highest adjacent (finished) grade (HAG) 13. 2 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) A. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Surveyor and Mapper No. 6030 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Assodates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 SIGN E _ DATE TELEPHONE CA e%Vl 0 /Yn LL"). 03-28-05 407-788-8808 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 (Induding Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 109 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. E1. Building Diagram Number _(Select the building diagram most similarto the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. 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 mustcertify 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 ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from otherdocumentation 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 I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS l Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herz Jk .4ssociates 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 C.P. CITY OF SANFORD Map of Survey LINE BEARING DISTANCE L I S 89059'43"W 50.00' L 2 N 89°59'43"E 50.00' LOT 91 LOT 90 LOT 89 LI FD I,R, NO CAP) LOT 69 o "A" GRADING 5.500 SO. FT. s. 24.7' o COv. PORCH Z o O 15.3' O c O O _ 0 or O 1979 O O YORKSHIRE -A A 8- SINGLE FAMILY RESIDENCE FL. ELEv: n3. V oIN. 13 8 v^hrr LOT 68 rrito 10 y LOT 70 CIL EL: I S 89° 59 '43 "W 129. 44 ' P.C.P. - - — REFERENCED BEARING CIL VENETIAN BAY CIRCLE IV CIL MONROE VIEW TRAIL 50 ' R/W) TRACT -F " PRIVATE ROADWAY (50' R/W) TRACT -F- PRIVATE ROADWAY LEGAL DESCRIPTION.' Lot 69. " V E N E T I A N BA Y - according to the Plot thereof as recorded in Plot Book 63. of pages 84 - 88 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone "X according to the Flood hsurance Rate Map Community Panel Number 120289 0035E.Dated 04/17195. City of Sonford, Community Number 120294) Flood Zone determination was performed by graphic Plothiq from Flood hslrance Rote Maps provided by FEMA. No field surveying was performed by this Firm todeterminethisZone. The exact zone location can only be determined by on elevationstudy. We assume no responsibity for actud flooding conditions concerning this parcel. General Notes: , Q 2-7 U 1. This is a BOUNDARY Survey performed in the field on ' Legend SETBACKS. Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearinqs shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. hc. Job Number 2001. 2. No aerial, surface or subsurface utility installations, underground Imp ovements 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/L Centedine Construction plans provided by the Client unless otherwise noted, and are shown d Central or (Delta) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALC CB Calculated Chord BearingtemporaryBenchmarkshownhereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Found 7. Platted and measured distances and directions are the same unless otherwise noted. Fin.Fl. Elev. I.P. Finished Floor Elevation Iron Pipe 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length Iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Permanent Reference Monument Mee Measured 2005 Herx & Associates Inc. All rights reserved N/D(N&D) N.R. Nail and Disk Not Radial Certification: Not valid without th na and the originalraised seal of a Florida licensed Surveyor a Mapp Tft4urvey meets the requirem t f the F-Minimum TechnicStandsascontainedinCbatoG17daAdministrativeo William A. Herx, P.L.S. Florida Registered Lad Surveyor No. 3192 Daree L. Przemleniecki, P.S.M. Reglstered S agar and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor d Mapper No. 6092 - ^ Herx & Associates Inc., State of Florida LB 4 C E; O/S offset O.R.B. Official Records Book PB Plat Book PC Point ofCurvature FCC. 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 ofBeginning P.O.C. Point ofCommencement P.I. Point of Intersection PRC. Point ofReverse Curvature PT. Point of Tangency R Radius RAO Radial Line RES. Residence RAoV Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Drown by: AH Checked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scala : 1-- 30' Plotplan performed: 08-10-04 FoundationSurvey: 10-27-04 Finol Survey: 03-26-05 Revisions . 2-03-20A 12:S9PtA FROM J 'Pet•mit # ; 0 0 i rp Job Addrtss: CITY OF SANFORD PBRfllR'APPLICATION Date: l o)(:)L _ y Description ofWork:;V' I.Lk.M)Nc AR&.etc fot nQ Tf 6\ Historic District: Zoning; Va1uc of Work: I Permit Type: Building Electrical Modutnical Plumbing -( Fire Sprinickr/Alafm Pool Electrical: New Sorrioc - # ofAMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Rcplaoettieiu New (Duct Layout dt L Chu (de, Required) Plumbing/ New Commercial: # of Fixtures # of Water der Sewer Lines # of Gas Lines Plumbing/Now Residential: # of WatetcloactsPlumbing Repair - Residential or Commercial Occupancy type: Reeiticnlial -X— Commercial Industrial Total Square Footage: Construction Type: # of Stories: # o(DwtWng Uni.0 Flood Zoae: (FP,MAform required for *thew tau X) Parcel M: Owners Name 4 Addreu: r 1 b C (` t Attack Proof of Ownership & Losal Destrlpdots) P- T\.. ? ) S1- 00` Coatrattor NameAdi Add.: t, N: LA. m U C ' et S` t 1 w 0 D ItCr I v e1 n ` 3a ` Start I tente Number: 1- Phone& Fax: E t 9 `1 `6 t e oartoa:-2 V er k ( shone: t Bonding Company. Address: Mortgage Leader: Address: Arch ltect/Englneor: Pkone; Addrtsr. Fax: Application Is hereby made to obtain a permit to do the Work and installation" as indicated. 1 terrify that no work or installation has coaunmeod prior to the iasuartcaofapermitandthatallworkwillbeperformodtomattttandsrdsofalllawsregulatingoonstruciioeinthisjurisdictionIunderstandduetaseparttePermitmustbe.seturod for ELECTRICAL WORK, PLUMBING, SIGNS. WULLS, POOLS, FURNACES, SOILURS, NEATBRS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIj6 V(j: I certify that all of the fomiloing Intomution is accurue and that all work will be done in compliance with s8 applicable ywy regWauog constructionandzoning. WARNING TOOWNER: YOUR FAILURb TO RECORD A NOTICE OF COMMENCEMENT MAY RASULT rN YOUR PAYINfi TWICEFOR (MPROVBMENTS TO YOUR PROPERTY. if YOU INTBND TO OBTAIN FINANCING, CONSULT WITI( YOUR LENDER OR AN ATTORNEYBEFORERUCORDINOYOURNOTICEOFCOMMENCEMENT. NQ1IC : In addition to the requiremcnrs of this permit, there maybe additional restrictions applicable to this prnperry slat may be found in Wt public records of thiscounty, and the. may be additional permits requited from other governmental entities such as watu mon tememt distrim state ngr'1tCles, or federal erg<rrties. Aetsptance of permit k t n ll ootif the ovvoer ofthe r Ypoprutyof the requi of Liter Law, FS 711. Sig of 0woor/Agent O D o b ( n of Con at pa I w__ Print Owner/ gcm's Name rd ConurctorMgentl Nam ly) -, SipmrurtofNoury- Suleoffbrlda Owner/ Agcnr Is _Zr..n.Ily Known to me or Produced 10 DEBBIE BLANTON r COMP,rc;Sm #KDDDu,E 4 tfPt :`,ie0ruayty 25, 2007 FL Notary pisrount Asspc Cc ) APPLICATION APPROVED BY; Bldg;'ohid6c. Ulditics: PD. InilaI & are) (Initial & Dace) (initial & Date) (Initial Jr Date) Special Conditions Karen Gilman My CommigWri DD315874 or Expires May 03. 2000 MOR Permit # : ©S -- o w) U Job Address: X u, Description of Work: Historic District: CITY OF SANFORD PERM_I<T APPLICATION Zoning: Value of Work: Date: Permit Type: Building Electrical _X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 8Z_ Addition/Alteration Change ofService Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Namme`& Address: ©yir SSG r1 DM QS rS ` 5OoA, Vol ` - ,ne- / hdPhone:-4-clo1{! — (0 9 " 0 Q r)f) Contractor Name & Address: M-V—s L 3 i st c(' ...' State License Number: d ip® • Phone & Fax: "tins- tj 3 Q_1)r61 "fflWontactPerson: Lt (1 . 2h rA Phone: -.a RG_ ti S-tir f2 Bonding Company: Address: 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the mquireme f Florida Lien Law, FS 7 Signature of Owner/Agent Date Signature of Con o -gennt Date S Yew Jtt'iu Syvr .4, PrintOwner/Agent's Name Print Con c r/Agent's Name A JKxrtlarrodovar Signature of Notary -State of Florida Date Signa of Notary -State of Florida % on"Ission DD272W9 -- of ^ Expires December 07 2007 Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY Special Conditions: A OA BId \ 0\ Zoning: Initial & Date) Contractor/ Agent is Personally Known to Me or Produced ID initial & Date) Utilities: FD: Initial & Date) (Initial & Date) Permit #0-5 odl Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Zoning: Vade of Work: S Kn4a Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alann Pool Electrical: New Service —7Non-Residential MPS Addition/Alteration Change of Service Temporary Pole ntiaMechanical: Residel Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat r Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEiNIA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: WContractorName & Address: take License Numb+• Phone & Fax: .4t ; jam; j x Cgrita t lZz R >tp Fl?hune l n . Bonding Company: Address: 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 ofa permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. 1 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 b o e in compliance with all applicable.laws regulating construction and zoning. WARNING TOOWNER: YOUR FAILURE TO RECORD A NOTICE OF C M -NC- ENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR.PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, .ON 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 restriction applicabl o t s pro erty that may be found in the public records of this county, and there may be additional permits required from other governmental entid . such as at many merit districts, stat ncies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of e requir e . of Flo a Lien Law, F 3. DEC 1 7 Z004SignatureofOwner/Agent Date Siena e nuactrir/AVnl M Date Gr 1440 RU5' O Print Owner/.Agent's Name Prim Contractor/Agent's Name l - - ( n Signature of Notary -State of Florida Date Signature of otary-State of Ploiida 1 ? 1Uu 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: Y''t;,;, MIRiNDAC.TURdER rCh1i11S5lON # CD 2i,: c `'c twno-r 14, 2007 Il!n'n•,nte s rs-Eas+a's• 0 Q mr- ~^ 0 . OCT Y 2 2008 D AT BUILDING PERMIT NUMBF SUBDIVI LOT: PLAT BOOK PAO -B PLAT B60K. OWNER NAME: APPLICANT LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House:'Detached - Construction EE ------------ uENEFIT RATE FEE UNIT RA| - F TYPE DIST SCHEDULE DESC UNIT OF UNITS ROADS ARTERIALS CO- IDE O dwl unit 705.00 1 70500 ROADS COLLECTORS NORTH O dwl wu nit 142 0O 1 142^00 LIBRARY CO -WIDE O dwl unit 54.00 1 54.00 SCHOOLS CO -WIDE O dwl unit 1,384.00 1 1,384.0O STATEMENT RECEIVED B (P. EASE PRINT NAME) AMOUNT DJ::: $ 2,285.0O SIGNATURE:................... ........ ... .... .... .... .... DATE: _ c/ '- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE \u nullr/ uwncn nnu ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY '. NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF 'FEES. WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDINO P.ERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY'OF SANFORD BUILDING SEVARTM-NT 3OO NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NQTICE. STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** s , CITY OF SANFORD PERMIT APPLICATION Permit # ; S Job Address: .1_4 Description of Work: Historic District: _ Zoning: Value of`Work: Date: AU6 2 4 2004 *.. Oo Permit Type: Building V_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration . Change of Service Temporary Pole V/ Mechanical: Residential Non -Residential Replacement . New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Waterater Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V/Commercial Industrial Total Square Footage0'`S&'? • 0 Construction Type: GM LL # of Stories: f # of Dwelling Units: _L_ Flood Zone: X (FEMA form required for other than X) o Parcel #: Owners Name & Address: Al 001-H/hU Contractor Name & ad6Yre ,s a) Phone & Fax:L4U Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: i0--' SO2— 0000- N ZAP /TC 4NA A)Vek A"40Al oo o7) ?0IS736,- Y y 00 (Attach Proof of Ownership & Legal Description) 77 32 7-5/ Phone: 407 621?00 %% —/ 1jog4 so1j IfgW&-s GRG / — 70 StateL7;;1 `Nu pb q nxaqhgeT on: + /rIPH 4 A. v11'f `4• Phone 7 140 Address: a(o 1 V#V L 01 /1I'Tr15.1,vr i; . .:....- Application is hereby made to obtain a permit to do the work and installati issuance of a permit and that all work will be performed to riie'eilards permit must be secured for ELECTRICAL WORK, PLUMI3,N9,. _IGNS, AIR CONDITIONERS, etc. fNu—=rti 6 * ' Fax: rvi srindicateQ21. Ie I 'than work or mstaltation has commenced prior to the II laws,n,,,4Iae•g n on in thtslunsdiZtion. I understand that a separate k POOLS, FURNACES; BOILERS, HEATERS, TANKS, and OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ. OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the owner of the property of the requirem of Florida Lien Law, FS 713. pp^ N y G u Sig ture of Owner/Agent to • Signature of Contractor/Agent Date/ z c N $ Print Owner/Agee Print Contrac ame € a z gg 4 _ • Vat;eUo R¢ Signature of otary- to f Florida Da a Signature ary-State of Florida o y 4;• o wm. o c * ko Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or a bo Produced ID jQA — Produced ID %f} 2 F D: APPLKATIONAPPROVEDBY: Bldg: l o Zoning: Utilities: initial & Date) (Initial & Date) (Initial & Date) (initial & Date) Special Conditions: a hh.cla k i»c c• rr. cony s 0 5 Permit Number: Prepared By hne Clark and O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MUR ! CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05432 POG 10739 CLERK'S 0 2004133720 W010111 0R/w4/ t4 AN REWNDIN6 FEF_'S 10.06 RECORDED BY L McKinley CERTIFIED COPY MARYAN14E MORSL 6LF81S OF CIRCUIT COIF SE 1N0 COUNTY. EE,tl" o n-v . 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 A Cl Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, ofthe public records of Seminole County, Flori C. Street Address / sr i'! >t/ ' Sanford, FL 2. General description of improvements New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Marek Bakun Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (401) 629-0077 Fax Number (407) 629-5282: 6. 7. 8. 9. 10. Surety : N.A. Lender: N.A. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. - 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. Expiration date of notice of commencement: One year from the date ofording. Date Signed: - Sworn to and Lscrit VV w ofzSignature of No ry: Signature of Owner's Agent, Marek Bakun me this by Marek Bakun, who is personally kr Notary Seal: 0 ate,,.,. 214511 a`Y: °B e M1S510N 4 DD20 : * My COM ES June 2l, 20D7 EXP1Pto gUdgelNolan SeNlcas o Bonded PTq F OF FP , Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re web.seminole_county title?PARCE. PARCEL DETAIL i t d Back (,? 4. r Seminole County rpert6y a+c'Praisrr rJ_r%gCts 1 I tl1 6. Nrst St. S'BClford fl. -12771 407-665.7506 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0690 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Depreciated Bldg Value: $0 Depreciated EXFT Value: $0Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Land Value (Market): $26,000Land Property Address: 109 VENETIAN BAY CIR SANFORD 32771 Value Ag• $0 Subdivision Name; VENETIAN BAY JustlMarket Value: $26,000 Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARYSALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 69 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. of 1 8/19/2004 9:20 AM LIMITED POWER OF ATTORNEY DATE: AUG 2 4 2004 I HEREBY NAME AND APPOINT: EACH AN AGENT OF: DAPHNE CLARK, GUSTAV BOTES, MORRISON LOMFS TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: ' FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: 61 SUBDIVISION: 4LeVi ADDRESS: ,( ,--- AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: AUG 2 4 2004 BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. SIGNATURE OF NOTARY: f-r^rnnnnneoo::cpsea<:uourr.unruanacc000uunr nnroaonoer. C.uoccouuo yJl:rJ.rLrt l.l n(yocnl les.i,Lu eeao u u aJ Herx 4* .488ociateBlnc. 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 MapE f Survey EAR 1 NG L II S 89°59'43-W L 2 N 89°59'43-E LOT 91 LOT 90 LI LOT 69 0 "A" GRADING 5.500 SO. FT. 24.7' '0 CoPORCH O 15.3' O 0 O 1979 O YORKSHIRE 'A 6 B" SINGLE FAMILY RESIDENCE Vo"N. FL. ELEV: 13.4 LOT 68 m 85.00' N O O LU 65.0D 40.0'W O 6.0'0 O '12.7 O 21.3' 10 0 L2 II P.C.P. _ — _ S 89° 59 ' 43 -W 129. 44 ' REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD ( 50 • R/W) TRACT -F- - PRIVATE ROADWA LEGAL DESCRIPTION.: Lot 69. - V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at Pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X". according to the Flood hsurance Rate Map Community Panel Number1202890035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plottng from Flood Insurance Rate Maps provided by FEMA. No field surveying was per armed by this Frm todeterminethisZone. The exact zone location can only be determined by on elevation study. We assume no responsibrlty for actual flooding conditions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on IOR 0 F 0 S E U . 2. No aerial, surface orsubsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. the parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. B. Copies of this Survey may be made for the original transaction only. Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent contra) point) Denotes Permanent Reference Alonument 2004 Herx 6 Associates Inc. All rights reserved Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and per This survey meets the requ/rem )the Florida Mi imum Technical / St rds as contained in C pf G17-6 Florid dministrative Code. William A. Herx, P.L.S. Florida Registered Land Purveyor No. 3182 Darae L. Przemieniecki, P.S.M. Registered Su yor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor a Mapper No. 6092 Herx 8 Associates Inc., State of Florida LB 493 DISTANCE 50 00' CITY OF ZG LOT 89 LOT 70 P.C.P i CIL MONROE VIEW TRAIL 50' R/W) TRACT "F' Y I PRIVATE ROADWAY SETBACKSMax Coverage - 64 Front 25' Rear. 20' SITE DATA Side 5 Corner 15' tv1P_ERWO_US SO. FT Minimum Lot Width 50' LOT SQ. FT. IMPERVIOUS AREA - 3.077 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 8T5943"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering, hc. JobNumber2001. Legend Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book C4 Centerline PC Point of Curvature PCC. Point of Compound Curvature dACentralor (Delta) Angle P.C.P. Permanent Control Point CALCCalculatedPG. Page CBChordBearingP.R.M. Permanent Reference Monument COChordpqPropedvI_:'ne O.M. Concrete Monument P. O.B. Point of Beginning EL. or ELEV Elevation (Proposed) P.O.C. Point ofCommencement FINALEL. Elevation (Measured) p 1 Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RAO Radial Line LArcLengthRES. Residence LBLicensedBusinessR/W Right -of -Way LS. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/D(NdD) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drawn by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot plan performed: 08-10-04 Foundation Survey: FinalSurvey: Revisions . a TRUSS INDEX SHEET,',aQ Per Rule 61G15-31 .003 of the Florida Board of Engineers Customer: MORRISON BuildingJobIdentification: Z1979B Address 1 VENETIAN BAY Address 2 LOT 69 a1'10t;5£i 'yoornparty Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION General Building Design Information DBA SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVDi ANS11TP/ 1 APOPKA, L 32703 Design Loads 407-29 1522 . Roof: 37 PSF Fax: 407'- 99-9153: Floor: — Wind: 120 MPH ASCE 7-98 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal ' 05-Aug-04 Truss ngineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 28 Plus Standard Details Truss ID: Vt Epa V2 R27 R26 R25 R242PLY R23. R22 f R21 R9€ R8 R7 R6 RS R4 s R3 R1 H1 H2' ME H3 A El E2ZlrE; E PL:9$s' C7tr E ObE377 Oes C2 Mn C4 C3 CS 4 Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 601 HOLD TRUSSES iy, 8, gyp/ PAI-NED FEELS DAGK r ON DLOG!; £ ON FF-Ar_IE \%ALES MYTH UUMDEF GO. i ooF TFu'") I)lVl5101'\i 2722 501-JTH 4POPKA X-VD. 4FOPKA, FL. 3270.3 407) 2qq - 1522 FAX (407) 2ciq - gl53 Engineering Gertifirate of Authorization # g218 NOTES: 1) IT Ii THE DIAPER'SRESPON ,DLITY TO VERIFY TR 5 FLAGELIENT PLAN aV TRUSS OEI04 DRAWIN51, A6A11NST HELD CONDITIONS ANP PC'A6J INTENT_ REFER@dGE. 5EGTOA (A2J! AN9/TF1 H995) APPROVED. NAA.E TWIN I -- JEODATE _------------- TE5 F.MKiT NOT DE GUT OR 4LTEREP INANYWAY 71 00T PRIOR 4UTHORIZATION DY 5MYTH TKU55 GOFNANY. 3) TRI155E5 THAT ARE GUT OR ALTERED O. WTHOUT AUTT OMZATUTI WLL Ce P rAIrOR FEFLACED AT GUSTOI.E.P5EXPENSE. 4) DAGK11140f5 OF ANY KM WILL NOT DE GOIJSD"Tp WITH T PKOK REVIEW GNP WRITTEN GOJSENT DY SMYTH TKUS`i GOAF4NY. ENTRY COLUMN C KNEEWALL w ISO' PL. HT. This placement plan shows the designation and relative location of each truss component and istobeusedinconjunctionwiththecorrespondinggtrussdesigns. The Truss Engineers IIT -01IR PLATE HEIGHT w a 4- responsibility relative to this structure consists solely oT the design of the individual trusses, LNLE59 OTHERWISE NOT truss-to-truss connections and does not include the design of any supporting structural eleml The building design professional has final approval of the truss framing and/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm syste, shear wallsandstructuralelementstoresistlateralloadsfromwindand/or seismic achwlmy istheresponsibility of the building design professional. Additional approval by the building William M. Ranieri PE design professional shall include, bu[ not be limited to, design loading, lengths, profiles, FL Lic. No. 42764 pitches and depths. DETAILS: 1) REFER TO HD 9 1REGM Ifr VATV45 FOKHANPLNfi, NSTALLAT!ON, AND TD.YORAKY DKAGNGIREFER TO EFNG[ EERED DRAIMJ fl FOR PERMANENT DR4GNG KEOUP.ED 2) 4LL TRUSSES M 0001,1S TRUSSES UNDER VALLEYFRAI.AJG) R4fiT DE CaA LETELY DECKED OR REFER TO VALLEY TRU55 DETAL5 FOR ALTERNATE DR4GNG REOIX. EMENTS 3) ALL VALLEYS TO DE CONNENTIONALLY FRAI,eDDYDLLPER4) NTEPIOR LOAD REARM WALLS ALL ROOF TRU55 HANYEFS TO DE `N,F50N H1526 OR UI P (KANT-SA6) TF1PZ6 UM n-, N07CP OTIEKWISE. 3)- HUS26 OR THD26 HHUS26-2 OR THD26-2 HHUS28-2 OR THD28-2 M - HHUS48 OR TH048 9 - HGUS26- 2 OR THDH26-2 T - HGUS28- 2 OR THDH28-2 O - HGUS28. 3 OR THDH26-3 ID- SUUR210 OR SKH210UR O - HGUS48 OR THDH48 @ - THA422 OR MSH422 D - THAC422 OR MSH4221F C6)- HUC410 OR HD4101F P) - THJA26 OR HJC26 ADDRESS: YOFKSHIFE L17/7D - L1N/yD - K1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. f:(i0 3X8 (B1) IH1S UWG PRLPARLU FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X8 (B1) H 1-4-0 ry 20-0-0 _1 20-0-0 0-0-0 Over 2 Support R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD OTY:12 FL 1 - R - Scale=.1875" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADISO N. NI 53719J, FOR SAFETY PRACTICES PRIOR TO F cw••. F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FCR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I. FlG • ir N0 4Z704 T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 4 0 7 2 S MYTH LUMBER CO. ROOF TRussDIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125006 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAx: 407.299-9 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TFI; OR FABRICATING. HANDLING, SHIPPING. INSTALLINGAND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLI SH EO BY THE 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 STATE OF ' So R10t* BC TOT L L L D . 0. 0 37. 0 P S F P S F S L T- E N G / W M RSE Q N 26241 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OFAUTHORIZATION#921B 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 TSFOR ANY SECTIOPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER v M` May 05 '03 SPACING 24.0" JREF 1S2I352- Z03 LIJ/Jt3 - LIJ/JO - K3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 3X8(B1) _ nia urvo r rnnLu rnuri l,V rir Vl n I " ,L n ii i. o/ 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 5X6= 2. 5X4 % 2.5X4 6 r 5X6 0 6 5 X 6 A) (A) 9-4-0 5X6= 5X1In 5X6= 3X8 (B1) 1-4-0 1-4-0 y I 19 0-0 I z o of 19-0-0 'I 40-0-0 Over 2 Supports 'I R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL 1 -. - R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. IMST LIT Z' REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORMING THESEDFUNCTIONS. UNLEOR PRIOR TO•L•••••••• SSTOTHERWISEDINDICATED, TOPICHORDFSHALLFHAYLETY PPROPERLY 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 AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTE). APPLY CONNECTORS TO EACH FACE OF TRUSS, AND LINT. E5S OTHERWISE LOCATED ON THI5 DESIGN. POSITION CONNECTORS PER e A YAj_ Tt'RACTICES7GvtlflC'I.' t jN0.42704 l STATEOFt, av nn •.. T C T C BC BC T 0 TL L D L DL LL L D . 20 7. 0 10. 0 0. 0 37 0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 0 7 3 DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. ROOFTRl155DIVISfON 2722 SOUTH APOPKA BLYD. APOPKA. FL 32703 407- 299-1 522 FAX: 407-29991 53 DRW SLTUSR352 03125007 SLT- ENG WMR S EON 26233 D U R F A C . 1 .2 5 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION 4F9218' 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 COMPONEN?-TOR ANY PARTICULAR BUILDING IS THE RESPONSI8LL I TY OF THE SUILOING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. YY X May 05 ' 03 SPACING 24.0" JREF 1S2I352 Z03 LIJ/JL5 - LIJ/y)b - K4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED•BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF.EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5 X 6 =— 5X6= 2.5X4 1 2.5X4 5 X 6 % 5 X 6 6 r— 6 9-4-0 FXhXR= 2.5X4 3X8( B1) 1- 4-0 L 17-0-0 I 6-0-0 I 17-0-0 I E 40-0-0 Over 2 Supports R= 1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:2 FL 1 R - Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND q T C L L 20.0 P S F R E F R 3 5 2-- 4 0 7 4 BRACING. REFER TO H1B-91 (HANDLING INSTALLING ANO BRACING), PUBLISH EO BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISO N. N1 53719), FOR SAFETY PRACTICES PRIOR TO'p(tlFl(T •, PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED V % : T C D L 7.0 P S F DATE 0 5 0 5 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IG : 'y71 f / / ROOFTRUSSDIVISION ` IMPORTANT"- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 77 NO•'42704 1P. BC DL 10.0 PSF DRW SLTUSR352 03125008 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE 0 F j BC L L 0.0 P S F -S L T - E N G / W M R 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •.• (v CONNECTORSAREMADEOF20GAASTA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 RIO .•" FAx:407-2999153 IjA(` TOT.LD. 37.0 PSF SEQN 26239 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tl D U R . F A C 1.25 F R 0 M R H RESPONSIBILITY SOLELY FOR THETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORRATION#921© ANSIONENT1FORANYSEPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER May 05 '03 SPACING 24.0" JREF - 1S2I352 703 L1y/yt5 Lly/yD - K0 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X8(B1) 120 MPH WIND, 13.06 FT MEAN.HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4111 5X6m 5 X 6 5X6 6 r 6 9-4-0 2X4111 5X6= 3X8= 5X6= 2X4III 3X8(B1) = 1-4-0 1-4-0 15-0-0 I 10-0-0 I 15-0-0 1 0-0-0 Over 2 Supports R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC la OTY:2 FL - 1 R - Scale=.1875" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20 .0 P S f R E F R 3 5 2-- 4 0 7 5BRACING. REFER TO HIB-91 (HANDLiNC, INSTALLING AIID BRACING), PUBLISHED BY TPI (TRUSS PLATE IY INSTITUTE. 503 O'ONOFRIO DR., SUITE 200. MADISON, NI 5J719). FOR SAFETY PRACTICES PRIOR TO S MYTH LUMBER CO. STLLRUOCRURALPANELSMIXGTHESEFUBOTt0MSCHORDESHAOLLHHAYEAFAOPERlYIATEOATTACHEDORD] GIDACEILING, PROPERLY ATTACHED 3` iG(C,4/% T C D L 7 .0 P S F D A T E 0 5/ 0 5/ 0 3 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2 ' BC DL 10.0 PSF DRW SLTUSR352 03125009ROOFTRl/S5 DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i Np. 42704 2722 SOLITH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BC L L 0.0 P 5 F S L T - E N G / W M R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ; 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ILAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S iP P:•tV T O T . L D . 3 7 .0 P S F S E Q N - 3 7 4 1 1CONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O p1FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n`..., PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. .THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AL D U R . F A C . 1.2 5 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS v CERTIFICATE OFAUT1HORIZ ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 0 SPACING 24. 0 J R E F - 1 S 2 I 3 5 2_Z 0 3ANSI/TPI 1-1995 SECTION 2. LIYIyfb - Lly/yIS - Kbj TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) a IHIS UWG PREPAREU I -RUM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED•BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2X4III 5X6= 5X6% 5X6 6 I— —1 6 9-4-0 2X4 III GYti= 2XR= 5X6— 9Yd III 3X8 (Bl) a 1-4-0 1-4-0 t—ry I 13-0-0 I 14-0-0 I 13-0-0 I 0-0-O,Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" PLI IYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:2 FL - 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND 8 RACING. REFER TO H16-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200. MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PE ERFORMINGTHESE 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 Rj_ j tlFlf i t V I Fs 2222rNo. 42704 K T C T 1. BC L L D L DL 20. 0 7. 1Q. Q 0 P S F P S F PSF R E F R 3 5 2-- 4 0 7 6 S MYTH LUMBER CO. ROOF TRl1SSDIVISION DATE 0 5 0 5 0 3 DRW SLTUSR352 03125010 2722 SOUTH APOPKA BLVD. APOPKA, 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 SPEC IF IC ATON PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE NNEGR40GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO CONNECTORSAREMADEOF20GASSTMOTHERWISEEACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION IONCONNECTORS PER 7 j STATEOFr`Q A'•,_, O R,O V Seis` Pr BC T 0 T LL L D . 0. 0 37. 0 PSF P S F SLT-' ENG WMR S E Q N 37415 D U R F A C . 1 . 2 5 F ROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIL(TY AND USE OF THIS COMPONENT IFOR 99ANYSECTIOICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Y M d,Y 0 5 ' 0 3 SPACING 24. 0" J R E F 1 S 2 I 3 5 27 0 3 Ll`Wl S - LlJlylb - K/) TOP.CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) 6X6= ini3 unu rnErmnEu rnun urirui[n —rui k-- o uiII--LV-1 —11n I i " ". 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5 X 6 =— 2. 5X4 = 6X6= 2X4SZE; 2X4% 6 r T 6 9-4-0 5X6= 3X8= 5X6= 5X6= 3X8(B1) ty r 11-0-0 I 18-0-0 I 11-0-0 _I 40-0-0 Over 2 Supports 'I R=1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:l FL 1 - R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HI6-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200', MADISON, NI 53719), FOR SAF ETV PRACTICES PRIOR 70 STRUCTURAL PANELS. BOTTOMSCHORDESHALLLHHAVESA PROPERLY DATTACHEDORDIIGIDACEILING,PROPERLY ATTACHED IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO M M AIryw f N0.42704 1. T C T C BC L L D L DL 20.0 7. 10.0 0 P S F P S F PSF. R E F R 3 5 2-- 4 0 7 7 DATE 0 5/ 0 5/ 0 3SMYTHLUMBERCO. ROOFTRUSSDIYISION DRW SLTUSR352 03125011 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299•i 522 FAX: 4- 299-1 22 OLIED THE TRUSSES IN CONFORMANCE WITH TP1: OR FAOR IC AT ING, 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 AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE AOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7f STATE OF ;tom S Q• f V4000t, TOT t BC L L L D. 0.0 37.0 P S F P S F S E O N 37023 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A- Z.- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NS 181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s/ONA` 4 SPACING 24.0 J R E F 1 5 2 I 3 5 2 Z 0 3CERTIFICATEOFAUTHORIZATION #92111, COMPONENTJOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 11995 SECTION 2. Ma y )5 'U Lly/yli - [19/9b - Rd) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 J OTAL LOAD. 5X8= 5X6= 2. 5X4 = 5X8= 2 X 4 T2 T3 2X40 6 r— A) 6 F. 5X6= 3X8(B1) C)Ft 5X6= 5X6= I 1 v 3X8 (B1) 1-y I_ 9-0-0 I 22-0-0 I 9-0-0 I 40-0-0 Over 2 Supports R=1561 U=491 W=8" R=1561 U=492 W=8" PLI IYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL - 1 R - Scale=.1875" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEklz INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. MAD 150 N, WI 53119 )., FOR SAFETY PRACtICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP 1IFI C,4/ 3 J(A T C L L 20.0 P S F R E F R 3 5 2-- 4 0 7 8 SMYTH LUMBER CO. CHORD SHALL MAY PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125012ROOFTRUSSDIVISION - IMPORTANINC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION HIS E IGN ALPINE ENGINEEREDFRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AI1V DEVIATION FROM THIS DESIGN; ANY FAILURE TO f ND" aY%Oa 17C7C BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. .SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN y STATE OF ;• J1 Q BC L L 0.0 P S F S L T - E N G / WM R 407-299-1522 SPEC IFT AT[ON PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S O RIOP FAX: 407-299-91 53 CONNECTORS ARE' MADE OF 20 GA ASTM A653 GR40 GAL V. STEEL, EXC EF TAS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f TOT.LD. 37.0 PSF SEON 37406 D U R F A C 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTiORZ+TION#9216 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. May 05 '03 SPACING 24.0" JREF 1S2I352 ZO3 LlV/`Jb - LIJ/JIS - KJ) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X6= 3X6 2X4III In13 unu rRCrAmcu rmvri bvnrvjCM1 1 rU1 Iwnua vit u-Vl-j i- i , ' in n. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 7X6= 2X4III 3X6= 5X6= 2X4s 2X4% 3 6 r 3X8= 6X8= 016112 6X8= FiM 3X8(B1) 1-4-0t4yE15-8-0 _I y I 7-0-0 1 26-0-0 _I_ 7-0-0 _1 40-0-0 Over 3 Supports J R=598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:1 FL - 1 R - Scale=.1875" Ft. WARNING** TRUSSES 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[0 OR., SUITE 200. HADISDN, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. 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 NSF OT BERESPONSIBLEORANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M A 1' ATy- Fll' v/ Q "/ [' i ND.42704 : T C T C BC L L D L DL 20.0 7. 0 10. 0 P P PSF S F S F R E F R 3 5 2 DATE, 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03125013 S L T - E N G W M R 2722 SOUTH APOPKABLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407.29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFIC AT ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20G4 ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t + STATE OF P: !/ w• 0 R,Q . C'n'.. ..... BCT 0 T L L L D . 0. 0 3 7 P 0 P S F S F S E Q N 37404 D U R F AC 1.25 FROM R H PROFESSIONAL ENGINEERING DRAWINGS160A'2. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS iIIyNA, SPACING S E E ABOVE J R E F l S 2 I 3 5 Z_Z 0 3 CERTIFICATE OF AUT1-IORRATION #9218, COMPONENT, FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. M a y 05 L17/7D - L17/7D - RC,1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 1N1J UWU YKtYAKtU tKUM UVMHUItK 1NF'UI (LUAU) 6 U1MtNJ1UNJ) JUbM111tU bT IKUJJ MtK. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 5X6= 3X8= 5X6= 3X8= 5X6= 2.5X4 % 2.5X4 6 1 6 0-8-0 ro 2X4 III -9 4-0 5X6 (R) III 2X4 III — 5X6 (R) III 5X8= 2X4 III6X12= — 3X8 (B1) = 6X12— 2X4 III 3X8 (B1) 1-4-0 1-4-0 11-0-0 18-0-0 11-0-0 19-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=671 W=8" R=1561 U=671 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD 1 a 0TY:1 FL - 1 - R - Scale=.1875" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING., SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91- (HANDLING INSTALLING. ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MAD ISO N. W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLEPROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND CAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 SEL GALE. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M AA- VQtF[•w•. f! j ND. as%o i , 3 2sSTATEOF P. r V n•..O R1C -0 VslAE SLY/ 44 May 05 T C T C BC B C TOT.LD. L L D L DL L L 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 4 0 8 0 - S MYTH LUMBER CO. ROOF TRUSSDIYISION 2722 SOLITH APOPKA BLvD. APOPKA, FL 32703 407-299-1522 FAX: 407.299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OFAUTHORIZATION #9218 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125014 S L T- E N G / WM R SEON 26254 DU R F A C . 1.25 FROM R L W SPACING 24. 0" J R E F 1 S 2 I 3 5 2 Z D 3 cly/yES - LIJ/JO - RCCJ. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4111 3X8= 5X6= 3X4= 6X6= 2X4 2X4 6 r 1 6 0-8-0 2X4 III 5X8= 6X12 8X12= 7X8- 5X6=rl 3X8(B1) = 2X4 III 2X4 III 3X8(Bl) t-r ty 9-0-0 22-0-0 9-0-0 12-0-0 7-4-0 20-8-0 LE 40-0-0 Over 2 Supports R=1561 U=676 W=8" R=1561 U=676 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD a OTY:l 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 A M. eR, RQ T C L L 20 0 P S F R E F R 3 5 2-- 4 0 8 1 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, XI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO IFc •- A : ( •.`- 1G 0 QF N0.42704 T C BC D L DL 7. 0 10. 0 P S F PSF DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. ROOFTRlISSDIVISION DRW SLTUSR352 03125015 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299-1 522 FAxc 407-2999153 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 TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER• ti STATE OF % q ( P.r• VVV QR,Off•• BCTOT. L L. LD. 0. 0 37. 0 P S F PSF SEON 26251 D U R F A C . 1 .2 5FROM R L W PROFESSIONAL ENGINEERING DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABILI TV AND USE OF THIS SPACING S P A CING24. 0" J R E F 1 S 2 I 3 5 2_Z 03 CERTIFICATE OF AUTTIORIZATION #921QCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. M a y 05 LiJtJb - LIJIylb - KL.S) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS,2x4 SP #3 :W8, W9 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. IH15 UWU PKLINAKLU VKUM CUMPUIEK 1NPU1 (LUAUS & UIMENSIUNS) SUBM111LU BY mb'-) MR. 100 MPH WIND SBC or 120 MPH ASCE 7-.98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2 X4 111 3X8= 5X6= 3X6= 2.5X4= 5X8= P.0 cl--- m 4X6(R) III 6X12= 8X12= 5X12= 5X6= 2X4 III 3X8 (Bl) = 2X4 III 2X4 III 3X8 (Bl) 1-4-0 1-4-0tyr 7-0-0 26-0-0 7-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2-Supports BN R=1561 U=681 W=8" R=1561 U=681 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD 0TY:1 FL - 1 - R - Scale=.1875" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, _ D'ONOFRIO DR.. SUITE 200. MAD ISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESFONSIDLE FOR ANY DEVIAT IOH FROM THIS DESIGN: ANY FAILURE TO A - ITi •. 4 1 - . : ND. 42%4 T C T C BC L L 0 L DL 20.0 7.0 1D. D PSF P S F PSF R E F R 3 5 2 - - 4 0 8 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125016 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 ao7-2ss•,522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION 7P9218 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 AGG3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNCONNECTOR TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CBMP ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS7COMPONENTANYSECTIOIPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER jSTATEOFjs?:fibAR,O •f M a y 05 '03 BC TOT.LD. L L 0. 37.0 0 PSFF PSF S L T- E N G W M R SEON 26248 D U R . F A C . 1.25 FROM R L W SPACING 24. D" U R E F 71S21352Z D 3 kL1J/JO - L1J/JO - ttL4 Lt'LiJ TOP CHORD 2x4 SP #2. BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6, W10, W11 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 138 PLF at 0.00 to 138 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 40.00 BC, From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 54 PLF at 0.00 to 54 PLF at 11.00 BC From 20 PLF at 11.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. IN I:) UWU YKLYAKLU YKUM LUMYUILK INrUI ILUAU J h UIMLN JI LNNJ) JUt5MIIItU UT IKU3J MLK 2 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6X6= 3X6= 2X4111 3X8= 5X6= 3X6= 2.5X4= 2.5X4= 5X6= i: c pnl-Appppr Ii, I M.-RAV-, v rml- 2X4111 7X8= 8X12-- I L 8X12-- W1i5X10= 2.5X4= 6X8= 2X4 III v 3X8 ( B1) = 2X4 III 2X4 III 3X6 (A1) 1- 4-0 1-4-0 Cyty5- 0-0 30-0-0 5-0 0 12- 0-0 7-4-0 20-8-0 jE 40-0-0 Over 2 Supports _I R= 2780 U=808 W=8" R=1680 U=652 W=8" 9- 4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:l FL 1 R - Scale=.1875" Ft. WARNING`^ TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO H(891 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OH OfR10 DR., SUITE 200. HAD N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PE ERFOR itING THESE fUNCTIOHS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M / Q F• w O•':F T C TC L L D L 20 7 O. P P S F S F R E F R 3 5 2-- 4 0 8 3 DATE 0 5 / 0 5 / 0 3 SMYTHLUMBERGO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v 'p r { 0 DRW SLTUSR352 03125017 ROOFTRUSSDIY1SiONIMPORTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i 1I0.42704 ' BC DL 10.0 PSF PRODUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C S1 S L T - E N G W M R 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICAT INC . HANDLING. SHIPPING. INSTALLING AND 1 ! 7C STATE B C L L 0 P S F APOPKA. FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ""RICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0F " S p• r'`y O SEON 37448 407-299-1 522 FAX: 407- 299.9153 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 PERDRAWINGS VV v/ R,•• v TOT.LD. 37.0 PSF D U R. F A C. 1. 2 5 FROM R L W PROFESSIONAL ENGINEERINGZ. DRAWING IND STHE EALOTRUSSICOMPONENTIGNTSHOWNCEPiATHESUNCE ITABILITYOAND UNALSEIOFETHNGYTFORHERESPONSIBILITYDESSSISISCERTIFICATEOF AUTHORIZATION #9218, COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/iFi 11995 SECTION 2. M a,y 05 ' SPACING SEE ABOVE JREF 1S2I352_Z03 kLly/yfb - Lly/yIS K6!) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. JACKS HAVE NO WEBS. 0-4-10 IHIS UWG KRLPAKLU FKUM CUMVUItK 1NPUI (LUAU] 5 U1MtNS)IM) SUNM1IItU UY IKUSS MYK. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC (P 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL _LOAD. 5X6= 2X4III 5X6= 6 F.— 1 6 9-4-0 2X4III SXR= 2X4III 3X6(Bl) 3X6(Al) 1. 4-11-0 _I_ 11-0-0 _I 5-0-0 20-11-0 Over 2 Supports R=1206 U=442 W=3" R=1292 U=498 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC osP91.19%, QTY:1 FL 1 - R - Scale=.3125" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFDRMING THESE FUNCTIONS. UNLESS DTHERWISE IND ICA7EO, TOP'CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC FURNISH A COPY OF THIS DESIGN GNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ZIFIC ''• J 4%•':8` G ( .li ND• 42704 = 55i T C TlC BC L L D L DL 20. 0 7 10- Q 0 P S F P S F PSF R E F R 3 5 2-- 4 0 8 4 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125018 2722 SOUTH L 327PKA BLVD. APOPH: A, FL 32703 ao7- zs91s22 FAX: 407-299-91 53 BUILD BRACINGHOFTRUSSESIN TRUSSES. COTHOISMDESIGNICONFORMSOWITHFABRICATING, APPLICABLE PROVISIONSSHIPPING. NATIONALINSTALLING DESIGN SPECIFICATION PUBLISHEO BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR$ TO ee EACH FACE OFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF t ti f OR'OP: A7s/...... B C TOT. LD. L L 0. 37.0 0 P S F PSF S L T- E N G W M R SEON 37482 D U R F A C . 1 .2 5 FROM R H PROFESSIONAL ENGINEERING CERTIFICATEOFAUT1iORRlC710N tF9218 RESPONSIBILDRAWINGS 1DITY SOLELYTFORHE STHE EAL TRUS5ICOMPONEN7 DESDRAWING 9IGNTSHOWNCEPTATHE SUCEITABILIiY0AN0NAL sEIOFERHs ANSI/ TP IT 1F 01995NSECTION CULARBUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, FER May 05 '03 - SPACING SEE ABOVE JREF 7 1S2I352 '03 Lly/yt5 - Lly/Jb - KLO) In1a UWU FKLFAKtU tKUPI LUMFUILK 1NFU1 (LUAU) h U1PILNJ1UNJ) JUISM111tU BT IKUJJ MhK, TOP CHORD 2x4 SP #2 120 MPH WIND, 16.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 6F— 6 15-0-0 2 X 4 III 2X4(A1) = 2X4(A1) L<1-4-0-0-,J Q-0-y<1-4-OY I, 4-4-0 _I_ 4-4-0 _I 8-8-0 Over 2 Supports R=402 U=325 W=3.5" R=402 U=325 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a OTY:4 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND 13 RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SU I7E 200. HAD ISO N, NI 53 T19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED F C,gi M M R 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-- 4085 DATE 0 5/ 0 5/ 0 3 S MYTH .LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fV ;•.t1 DRW SLTUSR352 03125019ROOFTRUSSDIVISIONIMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f 2704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NIT BE RESPONSIBLE FOR ANY DEVIATION FRAM 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 J BC L L 0.0 P S F S L T - E N G / WM RAPOPKA. FL 32703 SPEC ]FICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF 407- 299-1 522 S T UT L D FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTLD. APPLY CONNECTORS 70 OTHERWISE LOCATED ON THIS L o R CPr V 3 7 .0 P S F S E 0 N 37382 EACH FACE OF TRUSS, AND UNLESS DESIGN, POSITION CONNECTORS PERe A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE PROFESSIONAL ENGINEERING r 4) PROFESSIONAL ENGINEERING DRAWINGS 160 OF RESFONS181lITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS e` S/pNe. Y D U R F A C . 1 . 2 5 FROM R H SPACING 24.0" JREF 1S2I352_Z03 CERTIFICATEOFAUTHORIZATION #92 18,1 COMPONENT FOR ANY PART ICULAN 8UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 ANSI)TPI I-1995 SECTIDN 2. IIVIy)5 - Lly/yti - KZ,/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED TC From 54 PLF at -1.46 to 54 PLF at 10.13 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. BC Front 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.67 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. BC From 4 PLF at 8.67 to 4 PLF at 10,13 TC 53 LB Conc. Load at 3.06, 5.60 TC 47 LB Conc. Load at 4.40 BC 11 LB Conc. Load at 3.00 BC 23 LB Conc. Load at 3.06, 4.40, 5.60 BC 9 LB Conc. Load at 5.67 5X4= 5X4= 6 F— 16 15-0-0 2 X 4 111 2 X 4 111 2X4(A1) = 2X4(A1) LG1-4-O>J,'-0- Q'-0-1-4-O>J 1_ 3-0-0 _I- 2-8-0 _1_ 3-0-0 _I 8-8-0 Over 2 Supports R=501 U=219 W=3.5" R=503 U=227 W=3.5" PLT TYP. Wave.TPI-95 R Design Crit: TPI STD FLBC WAR""WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDNING - TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5P3 D'ONOFRIO DR., SUITE 200. MA SO N, MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND IC ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. IMPORTANT`^' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE HROOFTRUSSDIVISIONENGINEERED PRODUCTS. INC. SHALL N07 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 BRACING OF TRAPOPKA, FL 32703 USS ES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATiON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A613 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORrLATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. f No.42704 e yfr i STATE OF` Nillo WiRk itQom. May 05 '03 FL/-/l/-/-/R/- TC LL 20.0 PSF TC.DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R352--4086 DATE 05/05/03 D R W SLTUSR352 03125020 SLT-ENG /WMR SEON 37391 FROM RH JREF 1S21352 ZO3 LIJ/yD - L1777D - V I I TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 f— N zl 2X4(D1) = 6 2X4 (D1) 16-6-3 2-0-0 2-0-0 4-0-0 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 120 MPH WIND, 17.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. i0F CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M M AATy- t IFcw`•. Vie r ' V i No.42%04 S 1 = T C L L T C D L BC DL 20 7. 10. 0 0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 8 7 DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. ROOFTRUSSDIVISION DRW SLTUSR.352 03125021 S L T - E N G W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL FINE 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 TH ESDESIGN, POSITION CONNECTORS PER i 7i : 1 STATE OF S A. p.rrt I VVV0RHOrc sIOIVA p BC L L TOT. L D . 0 37 0 0 P S F P. S F S E O N 37427 D U R . F A C . 1 25 PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS Ca MFONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 2 4. 0" J R E F 1 S 2 I 3 5 2703 CERTIFICATEOFAUTHORIZATION #9218, COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. May 05 Lly/yU - VL THIS DWG PREPARED FROM COMPUTER TNPIIT-(I OADS R DIMFNSinNCI CIIRMTTTrn RV TRIICG MFR TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5.X4= 6 F— T 2-0-0 2X4(D1) = 2X4(D1) 2 X 4 III I 4-0-0 t 4-0-0 I 8-0-0 Over Continuous Support R=74 PLF U=27 PLF W=8-0-0 15-6-3 120 MPH WIND, 16.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 Ulxm OTY:1 FL 1 R Scale 375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p,M •' IQA11,wific' r y '4j.-;• 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-- 58612 S MYTH LUMBER CO. DATE 1 2 / 0 8 / 0 3 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDF 9. : N0.42704ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE BC DL 10.0 PSF DRW SLTUSR352 03342007 2722 SOUTH APOPKA BLVD. FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO* BUILO THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND y,. :y APOPKA, FL 32703 BRACIFICSPECIFICATION TRUSSES.TDESIGNCONFORMSWITHAPPLICABLE NOS(NATIONALDESIGNHEDTHISBy 0% GTATE OF a BC LL 0.0 PSF SLT-ENG WMR 407-299-1522 ICAN ST APER ASSOCPROVISIONS AOF TPI CONNECTORS ARE MADE OF ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0 Qj;,Ov T 0 T L D 37.0 P S F S E N FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C r'r701VA,E O 37425 OUR FAC 1.25 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #92 18 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH QWN. THE SUITABILITY AND USE OF THIS COMPONENT1 F01995NSE PARTICULARBUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03 SPACING 24.0" JREF- 1S8J352 Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 V 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. R=162 U=192 12-10-3 2X4o 4.24 r- 3-9-14 3-9-14 9-4-0 5X4= 2X4(A1) = R=391 U=198 fE 9-10-1 Over 3 Support R=407 U=322 W=11.314" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 0 T Y : 2 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REfER TO HIB-91 (NAIVDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAOISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P 0 kn-0,TlFl •. 4 V r T C T C L L D L 20.0 7. P 0 P S F S F R E F R 3 5 2-- 58613 DATE 1 2/ 0 8/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03342008ROOFTRUSSDIVISIONIMPORTANT NC 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 otNO. 4,Z704 •. n 7 BC DL 10.0 PSF 2722 SOUTH APOPKA EILVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND SLT-ENG WMRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN;• STATE OF ; BC LL 0.0 PSF 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE F1ADE OF 20GA ASTM AS GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R,OP•' E 0 T L D . 37.0 P S F S E Q N - 32968FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A 6 D U R F A C 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9219 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/TPL'-1995 SECTION 2. - Dec0 8 ' 0 3 SPACING •SEE ABOVE JREF- 1S8J352_Z04 I L I J I Jb - /I /'J t5 - HC,,) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 IHIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 L< 1-10-10 7-0-14 `I 7-0-2 Over 3 Supports R=261 U=180 W=10.567" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSEDIBLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 21-4-1 R=181 U=180 2-9-14 14 R=76 U=180 PLI IYP- Wave TPI-95 R Design Crit: TPI STD FLBC OTY:3 FL - 1 R - Scale =.375" Ft. WARNING -* WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIOSDR.. SUITE 200. MADI SON. W1 51719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC 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 q p't F C •` V V- %`: V 777 No.42704 i T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 4 0 9 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 0 5 0 3 DRW SLTUSR352 03125024 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN jSTATEOF BC L L 0. D P S F S L T - E N G / W M R 407299-1 522 FAX: 407-2999153 SPECIFICATION PUBLISHED BY THE AM ERIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEwS, CONNECTORS ARE MA OEOF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS HOT E D. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R10,,.•• t' s- lf TOT AD. 37.0 PSF SEON 37433 D U R F A C . 1.2 5 FROM LI RII- PROFESSIONALENGINEERINGCERTIFICATE OFAUTHORIZATION#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTFORANY NSEPARTICULAR BUILDINGIS THE RESPONS IB CLITY OF THE BUILDING DESIGNER, PER u PP__ May 05 ' 03 SPACING SEE ABOVE JREF 7 1S2I352 Z03 IIVI'J5 - L1y/7D - M,5J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-0 CANT ONE FACE, 1-1-0 CANT OPPOSITE FACE. 4.24 f +lT--6-3 IR=7 U=180 0-4-3 1-9-14 0 R=95 U=180 2X4 (Al) E 1-10-10 >1<1-5-11y<--2-9-4---j E-4-2-3 Over 3 Supports R=335 U=241 W=4.95" 120 MPH WIND, 15.74 FT MEAN HGT, ASCE 7-98, CLOSED.BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a OTY: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 TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MAD N. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSE 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 DIVIATIO14 FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAFER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PN!••••••.R'A1- V jG q N0.42%O4 y 17[ n j STATE OF , S,k s R,0 s.,f T C T C BC BC T 0 T L L D L DL L L L D . 2 0.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 4 0 9 1 DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. RooFTRussDtvtstoN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299 91 53 DRW SLTUSR352 03125025 S L T - E N G / W M R S E O N 37389 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGS aNAf` RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING S E E A B O V E J R E F 1 S 2 I 3 52_Z 0 3CERTIFICATEOFAITTHOREZATION #921@ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI'1 .1995 SECTION 2. M a y 05 .. LIJ/J s - Liyiyls - L1,) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. LC1-4-o-llE 7-0-1 7-0-0 Over 3 Supports R=363 U=251 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 0 T R=73 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 1 a OTY:14 FL 1 R - c Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA DISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO FERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE MAD OF XC E PT ASEACH, FACES OF R TRUSS, AND 2 UNLESS T OTHERWISE 4 LOCATED ONE THIS, DESIGN, POSSITDION CONNECTORS N PER ORS TO Y p IF '• vFcir :.f1 f N0.42%Q4 j 0 STATE OF 41 P wAR,O+. r_+ T C T C BC B C TOT.LD. L L D L DL L L 20.0 7.0 10.0 0. 37.0 O FPSF c- PSFF PSF P S F PSF R E F R 3 5 2-- 4 0 9 2 S MYTH LUMBER CO. ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1522 FAX: 407-299.91 53 DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 0312507.E S L T E N G W M R SEON - 37417 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Af.. r May 05 SPACING 24.01, JREF - 1S2I352 Z03 L17/7O - L17V713 - EL; TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-01-- 5-0-12:-ft 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:11 FL 1 R - Scale =.375" Ft. WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR[0 DR., SUITE 200. MADISO N, NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOF CHORD SHALL HAVE PROPERLY ATTACHED RryA F`+w' _I/ 4:•• T C T C L L D L 20.0 7.0 P S F PSF R E F R 3 5 2-- 4 0 9 3 DATE 0 5 l 0 5 0 3lSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I . : I DRW SLTUSR352 03125027IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 N0.42704 BC 10.0 PSFROOFTR<15SDIYISION F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO DL S L T - E N G W M R2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND STATE OF B C L L 0.0' P S fAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE iC` Q•;j S E O N 37435407-299-1 522 FAX: 407-299 91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER(t O R1o.•• Q T 0 T L D . 37.0 P S f D U R F A C 1.25 FROM R HDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ttA tiA`PPP_ PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZIQION S921a RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTJANSECTIOPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 05 ' O.i SPACING 24. 0" J R E F - 1 S 2 1 3 5 2_Z 0 3 L IJVyD - cly /y)b - t,5.1 1 HIS. UWG NKLPAKLU hKUM CUMPUILK 1NFIJI (LUAU) 5 UIMLNJIUNJ) JUbM111LU MY IKUJJ Mt-K. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. I-6-4 R=47 U=180 1-1I0-3 15C_0 - 0 R=23 U=180 L<1-4-011---3-0-12--->j 3-0-0 Over 3 Su orts R=234 U=180 W=3.5" 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:3 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND AA7/j-_ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE V T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 4 INSTITUTE. 583 D'ONOFR IO R. SUITE 200, MAD IS N. WI 53719). FOR SAFETY PR ACTICES PRIOR TO F Cw '•-u/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ici, !' [ T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j N, 42704IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1F200FTRUSSDIYISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03125028 27225OLITH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ' STATE OFAPOFKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN .• p ( B C L L 0.0 P S F S L T - E N G - / W M R SPECIFICATION PUBLISHED BY THE AMER ILAN FOREST AND PAPER ASSO C]ATIOH) AND TPI. ALPINE O F{,0 "'• 407-299-1522 TOT.LD. 37.0 PSF SEON - 37379CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXC EPT AS NOTED. APPLY CONNECTORS TO ••'•....•' FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER L1PROFESSIONALENGINEERINGDRAWINGS160A- Z. THE SEAL ON THIG DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `psaNA D U R . F A C . 1.25 FROM R HRESPONSIBLLITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE CFAUTHOR2ATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03ANSI/TPI 1-1995 SECTION 2. SPACING 2 4.0 J R E F - 1 S 2 I 3 5 2 Z 0 3 I/ly/yli - /IJ/JI1 - 1.1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 LA4 (Al) L<1-4-0-11--- 5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:4 FL 1 R - Scale =.375" Ft. WARNING" EFETRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. RR TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M R T C L L 2 0.0 P S F R E F R 3 5 2-- 4 0 9 5 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO FE0.FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. iOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCiUR AL PANELS, BOTTOM CHORD SHALL HAVE A PRD ER LY ATTACHED RIGID CEILING. IMPORTANT;,*. FURNISH A COPY OF THIS DESIGNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 1l F C . ft` ; o f No.42704 KKK T C BC D L DL 7. 0 10. 0 P S f PSF D A TE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03125029- S L T- E N G W M R 2722SOUTHAPOPKAElLm. APOPKA, FL 32703 407- 299-1 522 FAx: 407-299 9153 BUILD THE TRUSSES IN CONFORMANCE WITH TFI: OR FABRICATING, HANDLING. SNIPPING. 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 GAV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS.TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER d STATE OF . O R O •• s ......` i B C T O T L L L D . 0. 37 0 0 PSF F PS f S E 0 N - 36911 D U R F A C . 1 . 25 FROM R H PROFESSIONAL ENGINEERINGGERTIFICATEOFAUTHORRATIONU9218 DRAWINGS 160 A- I.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. A1. Y May 05 ' 03 SPACING 24.0" JREF - 1S21352_Z03 Li7A7L6 - clyiyt5 - Ue.) FHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PST SOFFIT LOAD Tkl 0 4 IIR47 U=180 1-10-3 al- 0 R=23 U=180 Lt1 - 4 - 011-1--3 - 0 - 12-->j 3-0-0 Over 3 Supports R=234 U=198 W=8" 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Desi q n Crit: TPI STD FLBC QTY:9 FL 1 R - Scale =.375" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISO N. MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER• eM '] t!Fi .,%y a : f •. . 1 No. 42704 7C 7l 7 STATE OF O R 0 .•?(j T C T C L>C BC T 0 T L L D L DL L L L D . 20.0 7.0 1Q.Q 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 4 0 96. SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407.299-91 53 DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125030 S L T - E N G / W M R S E Q N 37437 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING . INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUi TABILI TY AND USE OF THIS ANSIONENT1FOR. ANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. .PER s/QNA1. M a y 05 1 D.j SPACING 2 4. J R E f 1 S 2 I 3 5 2._Z 0 3 Lly/y!i - Lljlylb - U'j TOP CHORD 2x4 SP #3 BOT CHORD 2x4 -SP #3 IH1J UWU F'KLFAKLU YKVM UUMKUILK INFUI (LVAUJ & UI"MtNbIVNJ) JUI1M11ILL) tST IKUN" MYK. 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6F— 2X4(A1) L<1-4-0 1-0-" 1-0-0 Over 3 Supports r 0' 4 U 1804 9-4-0TR= U=180 R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC TY:13 FL - 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HOB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO R. SU fTE 200, MA N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROF ERLY 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 RESPONSIBLENSIB LE 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 C.A ASTM A653 GR40 GAL'. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOE`.......... EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I V S r; NO.42%4 1 n 7C * 2STATEOF l IOR,OP V TTT'{{{TTT NeAIL T C L L T C D L BC DL BC L L T 0 T . L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 4 0 9 7 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125031 S L T - E N G / WM R S E Q N 37439 D U R . F A C 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORrLATION #921q,, DRANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R" ESPO NS IB11LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I TABILOTY AND USE OF THIS ANSI11PIT, 1F1995NSECTIOIC2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 ' 0 3S P A C I N G 2 4. 0" J R E F 1 S 2 I 3 5 2_Z 0 3 LIVII)b - LiVlVb - U THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD 6 2X4 (AT) 3-0-12--->j 3-0-0 Over 3 Supp2rts R=123 U=180 W=3.937" lp7 4 r R-70 U=180 1-1I0-3 9Y0 R=30 U=180 120 MPH WIND, 10.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC a 0TY:1 FL 1 R - Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. MADISO N, NI 53719), FOR SAFETYPR ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. R sv; G(L11FIC.v f! G T C T C L L D L 20.0 7.0 P P S F S F R E F R 3 5 2-- 4 0 9 8 S MYTH LUMBER CO. DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125032ROOFTRUSSDIVISIONIMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42704 BC OL 10.0 PSF 2722 SOUTH AFOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE S L T- E N G WMRAPOPKA, FL 32703 407-299-1 522 WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANOBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS S dysSTATEOAFQ7VfS BC L L 0.0 P S F FAX: 407-299-9153 ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CTORS TOCONNECTORS EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER fa Q• ` T 0 T L D . 37.0 P S F S E 0 N - 37421 D U R F A C 1.25 FROM R L WPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t7 ilp' CERTIFICATE OFAUTHORIZATION #9216 RESPONSIBILITY SOLELY FOR THE TRU5S COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSECTION U fr M ay 05 SPACING 24. 0" J R E F - 1 S 2 I 3 5 2- Z 0 3 L1j/yti - Lly/y13 - l.J TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6F- 2X4 (A1) 1-0-12 1-0-0 Over 3 Supports 77 9-10-4 0 - ll l U=180 7 9180 0 R=52 U=180 W=8" i nip menu rnE rmmcu rnun u -Ir Ui yr Ui k-- a Uirinvo-11Ji Uuru i n iu 120 MPH WIND, 9.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC 0TY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T?,HID- (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE RISTITUTE, 587 D'ONOFRIO DR., SUITE 200. MADISO NINDI. WI 53119). FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELS, BOTTOMSCHORDUNLESHALLHERWHAVESA PROPERLYOATTACHEDORIGIDALL HAVE CEILING, PROPERLY ATTACHED IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M M FIC+'f• N0.42704 : T C T C BC L L D L DL 20.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 9 9 DATE 0 5/ 0 5/ 0 3SMYTHLUMBERCO. ROOF TRUSS DIVISION DRW SLTUSR352 03125033 S L T - E N G W MR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299 1 522 FAX: 407.299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAt1 FOREST AND PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1s STATE OF J% VtA S ( O R10 e M IQI fl•••{i B C TOT. L L L D . 0.0 37. 0 P S F P S F S E 0 N 37486 D UR . F A C . 1 .2 5 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1S2I352_Z03CERTIFICATEOFAUTHORI7ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING, DESIGNER, PER ANSI/TPI :-1995 SECTION 2. M a y 05 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 1" BRACE • 2) 2X6 "L` BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP A GROUP B SPF#1 2 3' S" 5' 11" 6' 0' 7' 0" 7' 2" 8' 4" 8' 6" 10' 11 11' 1" 13' 5" 33 4" 4' 11" 4' 11" 6' 5" 65 8' 4 8' 4" 10' 0" 10' 1" 13' 1" LT F STUD 3' 4" 4'10 4'10 65" 65" 8' 4" 8' 4" 10' 0" 10' 1 13' 1" W Q 1 1 STANDARD 33" 4' 2 4' 2 56" 56" 75" 75" B' 7" B' 78" 11' 8" 1 39" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" B 11' 11 14' 0" SP 2 3' B 5' 11" 6' 4 7' O" 7' 6 84" 8' 11" 10' 11" 11' 11" 14' 0" S3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" D F L STUD 3' 6' 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" S P 1 2 1 F 3 3' 10" 6' 0" 6' 0" 7 11711" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" 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" B' O" B' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" C S P 2 4' 2" 6 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" Q0 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" I D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" S 1 2 P F 3 4' 2" 6 1" 6 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13 10" 14' 0" 14' 0" J F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13, 10" 13' 10" 14' 0" 14' 0" 0 1 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' S" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" S P 2 4' 7" 7' 5" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" CQ 3 4' 5" 7' 1" 7' 1" B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870N AT EACH END. MAX WEB TOTAL LENGTH 1S 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. SYMII ABOUT, L., L BRACE 2X4 SP OR DF-L N2, T- OR BETTER DIAGONAL BRACE; SINGLE OR 18" DOUBLE CUT L1ASSHOWN) AT UPPER END. 2X4 p2N OR BETTER ONTINUOUS CONNECT DIAGONAL AT 44< `41, REFER TO CHART ABOVE FOR yi.,E„R.'L.fC MIDPOINT OF VERTICAL WEB. IF/C,•••• V 1. WARNING-- TRUSSESREQUIREEXTREMECAREIN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIP-91 (HANDLING INSTALLING ANDBRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFDRIING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY NO, 42704 SMYTH LUMBER CO. ATTACHED STRUCTURAL PANELS AND BOTT014 CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRUSS DIVISION IMPORTANT— FURNISHACOPYOFTHISDESIGNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS y 7[ S••• 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TOBUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING. STATE OF APOPKA, FL 32703 INSTALLING AND BRACINGOFTRUSSES. DESIGN CONFORMS WITH APPLICABLE PRDVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF iO/•'•..< O FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ONTHISDESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R_IV ` Z/,/U-(/D PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGNSHOWN. THE SUITABRESPONISIITY THIS NY PARTICULAR BUILDINGTHE N CERTIFICATE OF AUTHORIZATION #921BILITYD[IFS THE BUILDING DEONENT SIGNER. OPER ANSI/T PI 1-11995 SECTIONI 2 BRACINGGROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR _ 1 2 ISTANDARO 1 #2 1 STUD 3 STUD I I # 3 STANDARD DOUGLAS FTR-LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR - LARCH 1 1 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/ 240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR ( 1) 1' BRACE: SPACE NABS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NABS AT 3" O.C. IN 1B" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0. BUT LESS THAN 17' 6" 2X4 GREATER THAN I1' 6" 2. 5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GAB12030 DATE . 09/10/01 DRWG A12030ECO901 ENG TOT. LD. 60 PSF MAX. SPACING 24. 0" GABLE DETAIL srM. nABOUT FOR LET -IN VERTICALS N VERTICAL LENGTH RIGID SHEATHING T REINFC MEM CA TR II GABLE VERTICAL PLATE SIZES VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP - LESS THAN 4' 0" 1X4 OR 2X3 2x6 GREATER THAN 4' 0". BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 I 2.5X8 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE. WEB, EXAMPLE: 2* 2X4 r2X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN, ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015ENO699, A10015EN0699, A09015EN0699, A08015ENO699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A1203OECO901, A11030ECO901, A1003OECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 S11030ENO699, S10030ENO699, S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL t 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. 50 110 MPH 30 FT 2x4 10 10 % 2x6 56 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 % 40 7. 90 MPH 15 FT 2x4 20 % 10 Z 2x6 20 % 40 7, 90 MPH 30 FT 2x4 10 % 10 % 2x6 30 Z 50 7• 60 MPH 15 FT 2x4 10 % 20 % 2x6 10 % 30 % 80 MPH 30 FT 2x4 20 7, 10 % 2x6 20 7, 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 % 70 MPH 30 FT 2x4 10 % 20 7, 2x6 10 7. 30 % 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) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS GAB98117 876,719 & HC26294035 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 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 T 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. DESIGN CONFORMS WITH APPLICABLE PRDVISIDNS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERASTMI A653 GR40CANTGALV. PAPERSTEELASSOCIATION) NOTED.TPI. APPLYALPINE EACH FACEMADECDNNCONNECTORSCED OF OGA TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2./// IF Cq T'••'pC •, V y : w'O 427047 1V n STATE OFiA ••• P••• QOpof •\` F _ ' i TOT. LD. 60 PSF REF LET -IN VERT DATE 10/24/01 S MYTH LUMBER Co. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD, APOPI(A, FL 32703 407-299-1522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OFAUTHORIZATIONn9218;SUITABILITY DRWG GBLLETIN1001 ENG DLJ/KAR R. FAC. ANY SPACING .24.0 UN VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP #2111 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 (OA35" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEADLOAD. CUT FROM 2X6 OR LARGER AS REQ'D r4- 0-o- MAX' 12 12 W2X4 MAX. (— 1Y2X4 1Y2X4 8- 0-0 MAX- 12 12 MAX. Wi 6-0-0 W1X3 MAX SPACING) Wl X3 16- 0-0 MAX 12 12 MAX. W4X4 W1X3 W1X3 11' IX3 W5X4/SPL W2X4 1Y1 X3 0- 0 SPACING) W2X4 1Y1X3TRUSS DETAIL` UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. NAILED W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON RUSSES PARTIAL FRAMING 20- 0-0 MAX (++) r AT 2 " OC PLAN li^lluillull—rrSUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. l"Q" !vf' QN Z,i/ THIS DRAWING REPLACES DRAWING A105 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING; HANDLING, SHIPPING, INSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V• %`'•, ' TC LL 30 30 40 PSF REF VALLEY DETAIL BYTPf (TRUSS PLATE INSTITUTE, 5B3 D'ONUFRIO DR., SUITE 200, MADISON, WI. 53719) FOR DATE 06/25/99 SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED,r TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHAL SMYTHLUMBERCO. C DL 20 15 7 PSF HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 r1MPORTANTPRFURNISHACOPYOFTHISDESIGNT THE INSTALLATION CONTRACTOR. ALPIEIE, ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Ri dC DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/I<AR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE .T BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1C LL O O O PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407- 299,1522 AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi o'•. STATE OF Q TOT. LD. 60 57 PSF 55ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX; d07-299-9153 TRUSS AND,. UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE O O 1 O a OFPROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE ANDTHISF13RANYPARTICULARBUILDINGl1i/ A (v``' Q 4 DUR. FAC. 1.25/1.331.151.15 SPACING 24 CERTIFICATEOFAUTNoatiJ(T70N N9210 RESPONILITY BUILDINGOMPONENT SIBILITYOFTHEDESDESIGNER, PER 1995 SECTIONI2 THE S\\ SOIVAIE 7U CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS W-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR I_X4 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) 3) 16d BOX NAILS C) (B) 4'0" TYP. (B) 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN l.V1V11Y1V1N 11\VJ.)rlo t11 r_lf Vk. 2) 16d BOX NAILS, TOE -NAILED D) 1-1 A) C) 3) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED GIRDER L (2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING L(TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV WARNING., TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ti/ /'C LL 30 30 40PSF REF CONV. VALLEY BY TPI (TRUSS PLATE INSTITUTE, 5133 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL r .•Q•• n• ••.• DL 20 15 7 PSF DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G ( xIMPORTANT.• FURNISH A COPY Of THIS DEINSTALLATION CONTRACTOR. ALPINE SIGNT THE . BC VL 10 10 10 PSF DRWG VALCONVF0699 ROOFTRUSS DIVISION 27225ouTHAPOPKABLVo. 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, No, 42704 D . o 0 OPSF ENG MLH/KAR APOPKA. FL 32703 407- 299-1522 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. 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 j Sc TOT.= LD. 60 57 PSF 55FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF 1.151.15 PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE F THIS COMPONENT FOR ANY PARTICULAR BUILDING THE i . O ••iC.1.25/1.33 Al { ACqK CING SEE ABOVEPON CERTIFICATE OF Al1THORI2ATION p921 SUITABILITY AND USE IS RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. l ® '•, ACC 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 R'EBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY, BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. A E E MAX SIZE OF 2X12 2 OR BETTER A Er, A 20' FLAT TOP CHORD MAX SPAN Em E E E BEITHERPLATEOPTIONAL LOCATION IS SPLICE B (/1 L BACCEPTABLEp B D—SPLICE B 2' Li TYP. B B B B C—TYP. 12 *. 12 B oil ll--AC C pi C C r u u w u• u u JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0,120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 0 0 °°°° ° °°°°° 2„ 00 ° ° °°°°°°° I I \\ I I \\ I I // I I I B 1/4.' RAIVING REPLACES DRAWINGS 634,016 634,017 & 847,045ATTACHPIGGYBACKWITH3X8TRULOXORALPINEPIGGYBACKSPECIALPLATE. INS ALLIINGUANDTRUSSESBRACINGEO RSEERE RXTO EHIB 91MEHANDING FABRICATING,E IN INSTALLING, AND BRACING), PUBLISHED Q'/1 MAX LOADING REF PIGGYBACK d BY TPI SS (TRUPLATE INSTITUTE, 523 D'ONDFRIO DR., SUITE 200, MADISON, WI. 53719) FOR'F'Cq SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE IN ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL F V .'• r rJrJ PSF AT DATE 06/25/99 DRWG PIGBACKBO699 SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANTx. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION v '• 1.33 DUR. FAC. I ROOF TRUSS DIVISION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, WC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE TPI) DR FABRICATING, iuo. 42704 y, 7i !_ 5O PSF' AT 2722SOUTHAPOPKABLVD. WITH HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS 9.25 DUR• FAC. ENG DLJ/ KAR APOPKA. FL 32703 OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9 407- 299-1 522 AMER CAN ASTMS A653OGR40TGALV.PS PAPER ASSOCIATION) AEXCEPTT As ) AND NOTEDTPI. APPLYNECONNECTORSRSARET EACHF C [IFFOGA G 47 PSF AT FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF DRAWINGS 160A—Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1. 15 DUR. FAC. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y j ® CERTIFICATEOFAUT1(ORIZATION #9218 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1Q''• j _ / •',,. -., 0._ _ {_ ACING 24.0 BOTTOM CHORD FILILER DETAILI OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 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 16OTL 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 1 10 1 9 8 SOUTHERN :PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN' PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4++ MAX3X8 43XI TRULOX, 4 LOXMAX2X8WEDGE( 2) 8D NAILS CUT TO FIT4ETCAL OR WEDGE DRAWING REPLACES DRAWINGS A115 A115/R & 884.132 WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONGFRI DR, SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL P %/ y// fFli' ••• TC LL PSF V DL PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HAVE ATTACHEDCN COPY RIGIDCEILING. FURNISHPERLYATHISBDL 10.0 PSF DR14WG ROOF TRUSSDIVISION2722SOUTH APOPKA BLVD. MPORTANGT- 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 TPII OR FABRICATING, ING NO ( 270L,. CALL - PSF BCFILLER0699 ENO DLJ/ KAR APOPKA, FL 32703 HANDLING, $HIPPING, INSTP.LLAND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA S " TO'$ LD. PSF, FAX: 407-299- 9153 - ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESSOTHERWISELOCATED N THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1.0/1.15/1.25/1.33 PROFESSIONAL ENGINEERING DRAWINGS1611A-1, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i Ifi '••• ' ACING 24.0 CERTIFICATE OF AUTHORIZATION49218SUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2. i ® ' n R r STEED OWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2' TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 3.00 12 # TO6.00 11'2X4 jI I I I 1' 3' 5' R=463#, IY=3.50'• END AND CORNER JACKS HJ 5' CORNER SET SETBACK 3' 7' 0" 0 1' LIM610ffr- fair Un l'U1V11V1U1N 1i-. 1 HIP TRUSS J5 J3 J1 1 J J1 J3 J5 J7 17 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 I ** (3) 16d TOENAILS 2.12 12 W2X4 TO4.24 I IV2X5 i IV3X4 I+* * ORSIMPSON 3/4" 4 - THJA26 I I I I 9-10-13 OVER 2 SUPPORTS R=652#, 14=3.50" HIPJACK ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES TIRAWTNG ur117Q'in7Q 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'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL A / Ja``r 1, <C_ v,•''F'l..q'•. C LL 30 MAX PSF y DL 15 MAX PSF REF 7- STBK CS DATE 06/25/99 S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. 4 DRWG CS7SBK3A0699IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC%QL 10 PSFROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, No• 42704 I* IL 0 PSF ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH zAPOPKA. FL 32703 407-299-1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 0T= LD. 55 MAX PSF FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE 0 F FAC. 1.3 3RAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALENGINEERINGRESPONSIBILITY A '• PROFESSIONAL ENGINEERING ERnF,cnrE OF AUTHORIZATION p9218 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITYANDUSE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Ip AO / `, •• RESPONSIBILITY F THE NG DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. BUILDI o ACING SEE ABOVE ZON Al CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE Z A SCAB T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIP-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR O\\` ` / // F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL t' V .•2'"C a .•G`` '9)'. 7 DL PSFPANELSANDBOTTOMCHORDSHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. Gv n•,. C DRWG BRCLBSUB0699IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE yBl.i; DL PSFROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO 42704 J, 2722 SOUTH APOP1u BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH SC LL PSF ENG MLH/KAR APOP1(A,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE TO_ LD. 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE F 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF407-299-91 53 STATE 0 F PS F FAx: -TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEENINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. ii FA C. THE CERTIFICATE OF AUTHORIUTION N9218-SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE p 1O •K ra?lACING• RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i fl 1 `_ 0 SI' 0 Herx 880ciates 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 Survey EAR I NG L II S 89°59'43"W L 2 N 89° 59 ' 43 "E LOT 91 LOT 90 LI LOT 69 A" GRADING 5.500 SO. FT. 24. 7' o COV. PORCH r. O 15.3' O O O 1979 O YORKSHIRE "A & B' SINGLE FAMILY RESIDENCE voIN. FL. ELEV: 13.4 LOT 68 1 ` 85.00' N O O Li 65.0'D 40.0'W O 6.0'0 O 21.3' L2 C/L EL III P.C.P. S 89 ° 59 ' 43 "W 129. 44 ' REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD ( 50 ' R/W) TRACT "F " PRIVATE ROADWA LEGAL DESCRIPTION: Lot 69. " V E N E T I A N BA Y according to the Plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X" according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04/17/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood Insurance Rate Miffs provided by FEMA. No field surveying was performed by this Firm to determine ties Zone. The exact zone location can only be determined by an elevationstudy. We assume no responsibility for actual flooding conditions concerning this parcel General Notes: 1. This is a BOUNDARY Survey performed in the field on PX O P O S E U . 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. fh6 parcel shown hereon is subjecfio ah easements, ,eservations, restrictions, aril Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. 8. Copies of this Survey may be made for the original transaction only. 0 Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2004 Herx & Associates Inc. All rights reserved certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and per This survey meetsthe requiem fthe Florida Mi imum Technical St ids as contained in Chapt G17-6 Florid dministiative Code. C Williain A. Herx, P.L.S. Florida Registered Land urveyor No. 3182 Darae L. Przemieniecki, P. S.M. Regrsfered Su yor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor a Mapper No. 6092 Herx & Associates Inc., State of Florida LB 493 DISTANCE PkA0 CITY OF S NF M Oc N LOT 89 LOT 70 P. C. P i C/L MONROE VIEW TRAIL 50' R/W) TRACT "F- Y PRIVATE ROADWAY SETBACKS: Max Coverage - 64 i Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 56 ° Minimum Lot Width 50LOT SO. FT. IMPERVIOUS AREA - 3.077 SO. FT. Note: Bearings shown hereon ore 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 l l e r Engineering. Inc. JobNumber2001. Legend Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalkBackoPB Plat Book C/ L ne irePC Point of Curvature d Central (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing PG. P. R.M. Page Permanent Reference Monument COChordP;'L Properly One C.M. Ccrcretcl,Wnumert P.O.B. Point of Beginning EL. or ELEV Elevation (Proposed) P.0.C. Point of Commencement FINALEL. Elevation (Measured) p I Point of Intersection FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature I. P. Iron Pipe PT. Point of Tangency I. R. Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. Residence LS. Land Surveyor Rv Right -of -Way Mea Measured TBM Temporary Benchmark N/ D(N&D) Nail and Disk TYP. Typical N. R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Sketch of Legal Descrip ion This is not o Survey Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot plan performed: 08-10-04 Foundation Surrey: Final Survey: Revisions . i FORM 60OA-2001 , FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1979 YO KSHIRE Builder: MORRI ON HOM $ Address: ,/Q f9i(, \ v -. Permitting Office: < City, State: Permit Number: Owner: . yi%/d0/u ft/Yyf&s Jurisdiction Number: Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear glass, default U-factor 250.0 ft2 b. Default tint i 0.0 ft2 c. Labeled U or SHGC 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. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealod):Garage b. N/A New _ Single family T I _ 4 _ Yes _ 1979 ft2 Double Pane - 0.0 ft2 - 0.0 ft2 0.0 ft2 R=6.0,. 220.0(p) ft _ R=4.1, 1393.0 ft2 _ R=11.0, 4.0, ft? . R=11.0, 412.0 W k=30.0, 1983.3 ft2 _ Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b., N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan; PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points:27781 PASSTotalbasepoints: 30267 I hereby certify that the plans and by this calculation are in compliar Energy Code. PREPARED BY: DATE: Ihereby certify that th' 'n Wcompliance with a Flor' r OWNER/ AGE DATE: ----------- ---! ations covered the Florida n6d; is` in e. Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 _ PT; Review of the plans and o4 tt sTgT specificationscoveredbythiscalculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for A compliance with Section 553.908 Florida Statutes. Go,) Wa v BUILDING OFFICIAL: J1UN-S R FVIrr- U. DATE: ------------ A EnergyGauge® ( Version: FLRCSB v3.30) t . FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1979.0 25.78 9183.4 Single, Clear NW 1.5 7.0 30.0 40.72 0.95 1158.0 Single, Clear NW 7.0 7.5 10.0 40.72 0.66 268.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SE 8.0 9.0 64.0 61.07 0.53 2077.0 Single, Clear SE 1.5 6.0 20.0 61.07 0.89 1086.7 Single, Clear SW 1.6.0 6.0 15.0 56.99 0.40 340.4 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear SE 1.5 5.0 16.0 61.07 0.84 823.2 As -Built Total: 250.0 10303.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior 4.1 1393.0 1.18 1643.7 Exterior 1397..0 1.90 2654.3 Frame, Wood, Exterior 11.0 4.0 1.90 7.6 Frame, Wood, Adjacent 11.0 412.0 0.70 288.4 Base Total: 1809.0 2942.7 As -Built Total: 1809.0 1939.7 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 33.0 4.80 158.4 Exterior Insulated 33.0 4.80 158.4 Base Total: 51.0 187:2 As -Built Total: 51.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30,0 1983.3 2.13 X 1.00 4224.4 Base Total:. 1979.0 4215.3 As -Built Total: 1983.3 4224.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0:00 0.0 Base. Total: 6996.9. As -Built Total: 220.0. 7018.0 INFILTRATION Area X BSPM Points Area X SPM = Points 1979:0 14.31 283.19.5 19,79.0. 14..31 2.8,319.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details r ADDRESS: , , PERMIT #: BASE AS -BUILT Summer Base Points: 37852.0 Summer As -Built Points: 37956.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier . Multiplier Multiplier Points DM x DSM x AHU) 37956.3 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 12168.3 37852.0 0.4266 16147.7 1 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details f ADDRESS: , , , PERMIT M. s v BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area. X WPM X WOF = Points 18 1979.0 5.86 2087.4 Single, Clear NW 1.5 7.0 30.0 14.97 1.00 448.2 Single, Clear NW 7.0 7.5 10.0 14,97 0.99 148.6 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SE 8.0 9.0 64.0 10.59 1.43 971.7 Single, Clear SE. 1.5 6.0 20.0 10.59 1.05 222.4 Single, Clear SW 16.0 6.0 15.0 11.59 1.57 272.4 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear SE 1.5 5.0 16.0 10.59 1.07 181.7 As -Built Total: 250.0 3505.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 412.0 1.80 741.6 Concrete, Int Insul, Exterior 4.1 1393.0 3.31 4603.9 Exterior 1397.0 2.00 2794.0 Frame, Wood, Exterior 11.0 4.0 2.00 8.0 Frame, Wood, Adjacent 11.0 412.0 1.80 741.6 Base Total: 1809.0 3535.6 As -Built Total: 1809.0 5353.5 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 33.0 5.10 168.3 Exterior Insulated 33.0 5.10 168.3 Base Total: 51.0 240.3 As -Built Total: 51.0 240.3 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1983.3 0.64 X 1.00 1269.3 Base. Total: 1979.0, 1266.6 As -Built Total: 1983.3 1269.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 220.0(p) 1.9 418.0 Slab=On-Grade Edge Insulation 0.0 220.0(0 2.50 550.0 Raised 0.0 0.00 0.0 Base. Total: 41.8.0 As -Built Total: 220.0, 550.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1979.0 0.28 554.1. 1979.0 -0.28 554.1 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeVFIaRES'2001 FI-RCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details r ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6157.8 Winter As -Built Points: 10364.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10364.0 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 5117.9 6157.8 0.6274 3863.4 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@1FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 r WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 4 ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16148 3863 10256 30267 1 12168 5118 10495 27781 EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®IFlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: ae_91 INFII TPATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. w [11r 1-+. i.Y.._w 1 ......L .. ..A...1 L..• nll r cirl e e \ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted .to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R•3 both sides. Common ceiling & floors R-11. EnergyGaugel"m DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2- The higher the score, the more efficient the home. I. New construction or existing 2. Single family or multi -family 3. Number of units, ifmulti -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type Single Pane a. Clear - single pane 250.0 ft2 b. Clear - double pane 0.0 ft2 c. Tint/other SHGC - single pane 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul; Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ Single family _ 1 4 _ Yes _ 1979 ft2 Double Pane - 0.0 ft2 - 0.0 ft2 - 0.0 ft2 - R=0.0, 220.0(p) ft R=4,1, 1393.0 ft2 _ R=11.0, 4.0 ft2 _ R=11.0, 412.0 ft2 R=30.0; 1983.3 ft2 _ Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A Q. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy. Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: e Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER:12.00 _ Cap: 36.0 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 -al a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar 'designation), your home may qualifyfor 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 edufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30). 4 LOAD EQUIPMENT SUMMARY L'a ply ' al IE iEntireHouse DEL AIR HEATING,AIR CONDITIONING,R.. •- 109 COMMERCE STREET, LAKE MARY, FL r$$6 gxA , . . i r ^ 1,4. ;+ `4 r +a.; t ,fi '7 py.rs,,,n -^a m,.ar.;rer•.ara, .s'e:,r•,n*" }; r,. di Ti'e,`,, ^;" i dkj{ e'!t i •tii a rely „wr7 i,y„ tion.Yur i ,-.i, ""7.,„ ,.;.nfix,a..1,,ti. . Weather. Orlando AP, FL. US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 39310 Btuh Ventilation air 0 cfm Ventilationair loss Btuh Desiggheat l 39310 Btuh Infiltration Method Simplified Construction quay Average 0Fimplaoes Heatingg Coolin Area (ft2) 19 19_A Volume (fP) 18801 18801 Air changes/hour 0.80. 0.40 Equiv. NVF (dm) 251 125 Heating Equipment Summary Malmo IRAl`E Trade Efficiency 7.7 HSPF Heating inputHeatingoutput0Btuh@47-F a, Heating riseise 0 OF Actual eating fan 1200 cfm Heating air flow factor 0.031 dm(Btuh fiSpaoethermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidly 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh Designtemmperature swing 3.0 OF Use Rate/swing multiplier 0.98 Total sens. equip. bad 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3696 Btuh Total latent equip. bad 6551 Btuh Total equiiptnent bad 33977 Bluh Req, t aal capac ity at 0.70% SHR 3.3 ton Cooling Equipment Summary Efficiency 121 EER Sensible cooling 24850 Btuh Latentcooling 10650 Btuh Total cooling 35500 Bluh Actual cooling fan 1200 cfm Cooling air flow factor 0:044 dmlBiuh Load sensible heat ratio 81 % Boldlitalic values have been manually overridden Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\FllesWORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 s Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18801 ft3 x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x 251 cfm x 32 OF Wnter TD = W24 Btuh 3. Winter infiltration FM 8824 Btuh / 301 ft2 Total window = 29.3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration load 1.1 x 125 , cfm x 18 OF Sumner TD = 2482 Btuh 3. Summer infiltration HTM 2482 Btuh / 301 ft2 Total window = 8.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 125 cfm = 3696 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF SumnerTD = 990 Bhlh Sensible load for structure (Line 19) + 26996 Btuh Sum of ventilation and structure loads = 27986 Btuh Rating and temperature swing multiplier x 0.98 Equipment stung bad - sensible = 27426 Bluh 2 Latent sizing load Latent ventilation load 0.68 x. 50 cfm , vent. x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Bluh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3696. Btuh Equipment sizing bad.- latent = 6551 BU4 Construction Quality is: I a No. of Fireplaces is: 0 Boldlltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightSC) t Right -Suite ResldentialTM 5.5:06 RSR26013 2002-Jul-24 17:36;.35 ACCA EAFlles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: YORKSHIRE 1979 7/24102 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING ROOM a n se a C n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 30.0 2.7 a n se a. C n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0 DINING ROOM a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 KITCHEN\NOOK a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 FAMILY ROOM b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 MASTER SUITE a n nw a c n 0 d 1 1 90 1.0 1.5 U 5.0 39.4 20.0 0.0 a n ne a C n 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 MASTER WIC BATH 2 UTILITY ROOM BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 MASTER BATH a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0. 39.4 16.0 0.0 c vvnghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 ZA E:\Rlles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 9 f' PIGHT-J WoRKSHEET nt re House DEL AIR HEATING,AIR CONDITIONING,R Job: YO.RKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY FL 32746-6206 Phone: (407) 831-2665 1 71h Ed Nane cfmanEntire House LIVINGROOM DINING ROOM KITCHENJJOOK T4MANUAUL 2 dWell220.0ft 48.0 ft 17.0 ft 19.0ft 3 Rnand'.- 19.0x 11.0ft 10.0x 16.0ft 19.0x 14.5 ft Ceitrgs Ca-& Opticn 9.5 it I heavood d 9.5 fti heaf/cod 9.5 ftheatbod 9.5 ftj heafkrod TYPE OF CST HTM Area Lced (Bhh) LHtga3 Areahoed W) Area Loed W) Area Load (Btrti) D C6l1RE NO. Htg Clg M Clg ft, Htg Clg ft Htg Clg ft) Htg Clg 5 Gross a 14B 4.6 2.1 1663 333 95 181 Bp-d b 12C 2.9 1.9 4 4 0 vat and c 13C 3.2 12424 119 67 arwons d 0.0 0.0 0 0 0 l e0. 0 0.0 0 0 0 f 0. 0 0.0 0 0 0 6 axIonsad a 1C 37.0 186 6875 40 1478 25 924 2E 921 glass doa5 to 8C 37.0 64 2365 0 0 0 0 c 0 Flealrg c 9C 38.7 00 0 0 0 0 0 d 0. 0 0 0 0 0 0 0' 0 e 0. 0 0 0 0 0 0 0 0 f 0. 0 0 0 0 0 0 0 0 7 Wixbnsa- d Nash 20.4 17 340 13 2`>B 00 0 lass doors NEMW 39.4 1656501 0 0 0 25 0 985 0 2E 965 b c ooirgEM/ 0.0 0 0 0 SESW 47. 4 68 3239 27 1295 0 0 0 Scuti 0. 0 0 0 0 0 0 0 0 Horz 0. 0 0 0 0 0 0 0 0 8 Oiherdoors a 11A 18.9 12751 963 660 33 123 421 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 00 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 211380 6360 2842 29D 119E 535 70 323 144 15E 717 320 epCsed b 12C 29 1.9 4 12 8 4 12 8 0 0 0 0 0 vats and c 13C 3.2 12406 1279 475 119 375 139 67 211 78 0 0 Wtbo- d 0.0 0.0 00 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 00 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 00 0 0 0 0 0 0 0 0 0 10 Ceitirgs a 16D 1.7 22 1979 3356 4405 299 354 465 160 271 356 2A 467 613 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0. d 0. 0 0.0 00 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 00 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 00 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 ZD0 48 1244 0 17 441 0 1 422 0 Nob: roan b 0.0 0.0 00 0 0 0 0 0 0 0 0 perir r c 0.0 0.0 0 00 0 0 0 0 0 0 0 is displ d 0.0 0.0 0 I 0 0 0 0 0 0 0 0 0 for slab floors) f a 00 0. 0. 0. 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 3MI 8M4 24821 73 21401 602 251 733 206 4 733 206 13 Sublod loss= 6+8.+11+12 35736 7424 2902 3333 Lessexlorr>alhsatng 0 0 0 0 0Less traisfer 0000014 edist 0 Dr floss 10'/ 357410'/ 0 742 290 333 15 Total loss = 13+14 39310 8167 10° 3193 1 3686 16 Int. gaits Peop 300 6 1800 0 0 0 1 0- 300 0 1 '""' 0 1200 @ 120D 2- 1800 0- 17 Sublot RSH gan=7+$ +12+16 21542 3724 2J70 3 Less exlornal coding 0 """" 0 Less transfer Codm00 18 Dud gain 10°/ 245410°/ 372 10 237 10T, 332 19 Total RSH gairt=(17+18)'PLF 1.00 2 M 1.00 4096 1.00 2277 1.00 3%7 21 Air required ( Chi 12001 1200 219 182 971 101 1121 1 Printout certified by ACCA to meet all requirements of Manual J. 7th Ed. wrrtghtsoft Right -Suite Resldentlal' 5.5.06 RSR26013 2002-Jul-24 17:30:35 EAFiles\MORRISON 2002\ 1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 gI ,,IT4 WORKSHEET ntre House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 MN LAW ThEd Narne droorn FAMILYROOM MASTER SUITE MASTER WIC BATH 2 2 I glho(e Jvat 33.0 ft 21.0 ft 0.0 ft 0.0 ft 3 Roorn d11. wc5e 17.0 x 16.0 ft 13.0 x 18.0 ft 7.5 x 11.0 ft 11.0 x 5.5 ft 4 Ceiings Condit Option 9.5 ft I heaticool 9.5 ft heaVmd 9.5 It heathool 9.5 ftj heat/ od TYPE OF CST HTM Area Load (Bhh) Area Load W) Area Load (Biii) Area Load (B9lt) p J6URE NSO Htg Clg Htg Clg Htg Clg M Htg .. Cig M Htg I Clg 5 Gross a 14B 4.6 2.1 314 200 0 Bposed b 12C 2.9 1.9 0 0 0 c 13C 3.2 12 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wrrbnsand a 1C 37.0 0 1294 0 0 0 glass doors b 8C 37.0 64 2365 0 0 0 0 0 Fi cg c 9C 38.7 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 l 0 0 0 0 7 Wrrbm" North 20.4 0 0 0 0 0 0 0 Ins doors NEM 39.4 64 2522 35 1379 0 0 0 t odng ENV 0.0 0 0 0 0 0 0 0 SESW 47.4 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Cyherdoars a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 to 11A 189 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 250 1150 514 165 75B 339 0 0 0 0 0 eposed to 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 c 0 0 v,& and c 13C 3.2 12 0 0 0 0 0 0 0 0 0 0 0 partitiais d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 272 461 605 234 397 521 83 IQ184 61 103 135 to 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 01 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 21 544 0 0 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 pairehr c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 forslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infikration a 1 29.3 82 64 I876 528 35 1CQ6 289 0 0 0 0 0 13 ScbbtA bss=6+B_+11+12 6708 4019 140 103 Less odernal heating 0 0 0 0 Less transfer 0 0 0 0 14 redslritxHeatingrrtion Duct loss 10°/ 0 671 101/ 0 4C2 100 0 14 10° 0 10 15 Total loss =13+14 7379 4421 154 113 16 Int gals: People @ 30D 4 1200 1 300 0 0 0 AppL @ 1200 0 0 0 0 0 0 c'""' 0 17 Stblot RShI gai>=7+8 +12+16 5389 28Z7 184 135 Less exbrnal ceo6g O 00 pLesstrarskr 0 Coding redisgSiution 0 0 0 0 18 Duct gait 10% 537 10"/ 2B3 10 18 100) 13 19 ToWRSHWkr-(11+18)'PLF 1A0 5805 1.00 3110 1.00 27 Airrequired (dm) 215 m 135 13B 5 9 3 7 NnW certified by ACCA to meet aR. requiremerits of Manual J, 7th Ed, c wrrtgl tscSfit Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 ACCA EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page a t RBI PT-J WORKSHEET nt re House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124/02 109 COMMERCE STREET, LAKE MARY FL 32746-6206 Phone: (407) 831-2665 AMNUAU 71hEd 1 Name of room LIT1LITY ROOM BEDROOM 2 BEDROOM 3 BEDROOMM 4 2 Ler ide csed\nd 7.0 ft 28.5 ft 13.0 ft 105 It 3 Roamd(.fW as 7.0 x 10.5 ft 18.0 x 11.0 ft 120 x 120 ft 11.5 x 120 ft 4 Cefhigs Cmctt.Option 9.5 ft healboal 9.5 ft heatbod 9.5 fti heatbod 9.5 ft tad TYPE OF CSTJ HTM Area Load W) Area Load (BtAi) Area Load (Bt h) Area Load (f3tii) BOIOSt1RE I NO. Htg I Clg ft Htg Clg Htg Clg ft2) Htg I Clg q Htg I Clg 5 Grass a 148 4.6 21 0 100 124 10cBposedb12C2.9 1.9 0 0 0 vells and c 13C 3.2 12 67 171 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 V*dwwd a I 37.0 0 0 15 564 15 554 If 554 doors b 8C 37.0 0 0 0 0 0 0 0 c 9C 38.7 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 7. Wirbvsard North 20.4 0 0 1 27 1 27 1 27 glass doors NEMW ENV 39A 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SESW 47.4 0 0 14 648 14 648 1, 648 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Ofherdoors a 11A 18.9 127 18 340 229 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 0 0 0 85 3W 175 109 Boo 223 8E 391 175 aposed to 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 vQbaid c 13C 3.2 1.2 49 154 57 171 539 200 0 0 0 0 0 paAiiae d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0:0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D' 1.7 22 74 125 164 198 336 441 144 244 321 13E 234 307 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 272 0 Nde: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 paFnefa c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. of 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 293 82 18 528 148 1 440 124 15 440 124 1 440 124 13 SubW bss*i9_+11+12 1328 2989 2075 1891 Lessexrrelheatng 0 0 0 0 Less transfer 0 00 0 0 Hfing redrstrdxrtionea 11P/ 0 0 0 0 14 Duct loss 133 10'/ 300 10 208 10' 189 15 Totalloss=13+14 1461 3299 2283 2MO 16 InL gains People @ 30D 0 0 0 0 0 0 c"" 0 Appt @ 1200 1 600 0 0 0 0 c""" 0 17 Srbttot RSH ga&7+8 +12+16 1199 1614 1343 1280 Less a derM 0006ig 0 0 0 0 Less transfer 0 0 0 0 Cooing r tribubon 0 0 0 M. 0 18 Dudgain 101/ 123 10°/ 161 10 134 1 129 19 TotalRSHga(17+18)'PLF 1A0 1319 1.00 1776 1A0 1477 1A0 1408 2D Air required (dm) 45 59 1011.79 701 66 63 63 PdnhA certified byACCA to meet all reWimmetib Of Mmd J 7th Ed .. ICC7. wrrrgF tsolFt Right -Suite Residentiai- 6.5.06 RSR26013 2002-Jul-24 17:36:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 RIG HT-J %oRKSHEET EEnfjre House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: YORKSHIRE 1979 7/24/02 MMIUPL J: 7thEd 1 Nam d mom MASTER BATH 2 Lenglhofe osedAd 23.0 ft 3 Room dinatsians 120 x 11.0 ft 4 Ceimgs CcnciL Option 9.5 fti TYPE OF CST HTM An. Load (Btih) Area Area Area eok)sm NO. Htg Clg ft Htg Cig Htg Clg Htg Cig Htg Clg 5 Gross a 14B 4.6 2.1 219 Bposed b 12C 2.9 1.9 0 Vk& and c 13C 3.2 12 0 parlitic- d 0.0 0.0 0 e 0.0 0.0 0 6 ftcbmad a 1C. 37.0 16 591 b 8C 37.0 0 0d- c 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 0 f 0.0 0 7 VWXbAsad Nash 20.4 0 0 damdoors NEM 39.4 16 630 toAry FAN 0.0 0 0 SESW 47.4 0 0 South 0.0 0 0 Horz 0.0 0 0 8 Olherdoas a 11A 18.9 127 0 0 0 b 11A 18.91 127 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 21 293 933 417 oQzsed b 12C 2.9 1.9 0 0 0 v b and c 13C 32 12 0 0 0 patdiaZs d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings. a 16D 1.7 22 132 224 Z4 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 Nde: man b 0.0 0.0 0 0 0 perinabar c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 forslab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 1 2931 82 16 469 132 13 Sublod bss=6+8_+11+12 7B14 Less mdarrral heed g 0 less trarster 0 Heating redslribtrbon 14 Dud loss IN, 281 151 Total loss =13+14 3095 16 Int gams: People Q 300 0 0 Appt Q 1200 0 0 17 Subtot RSH gaiF7+8..+12+16 1473 Less ackerm cooing Less transfer 0 Cooing redstnbudon 0 18 Dud gam 10y 147 19 Total RSH gabr(17+18)*PLF 1.00 162D 2D Air required (dm) 94 72 Printout certified by ACCA tomeet all requlaT erTls of Manual J 7th Ed: C wrrrg l-rftsofit Right -Suite Residential- 5.5.0.6 RSR26013 2002-Jul-24 17:30:35 ACC EAFiles\MORRISON 2002\1979 YORKSHIRE\1919 YORKSHIRE.rsr Page 4 bath duct roof capfan TONE 696RNB bath duct roo , c pan- I h F NE 763RLNB 3' bath duct w%faoof cap NUT NE 696W Must have a rinMun clearance of, 4 Inches around the olr handler per the State Energy code. Ail duct has an r=6 insutatlon vatue. Vl z 3 rn rn w z-4 2 00 Y o O G UOvti Rating z u, r m w o Z o z w a aoD m a_ l(n0m TERMITICIDES REGISTERED IN FLORIDA FOR PREVENTIVE' TREATMENT OF NEW ... Page 1 .of 2 r' TERMITICIDES REGISTERED IN FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company Name Active Ingredient Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC 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-CIDE TECHNOLOGIES, INC. DISODIUM OCTABORATE TETRAHYDRATE 44757-20 BORA-CARE NISUS CORP. DISODIUM OCTABORATE TETRAHYDRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATE CYREN TC SPECIALITY TERMITICIDE / CHEMINOVA CHLOROPYRIFOS 67760-10INSECTICIDECONCENTRATE DEMON TC SYNGENTACROP PROTECTION, CYPERMETHRIN 10182-107INC. DRAGNET SFR FMC CORP. PERMETHRIN 279-3062TERMITICIDE/INSECTICIDE 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 / INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006TERMITICIDE/INSECTICIDE PERMETHRIN PRO TERMITICIDE-TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125A55SOLUBLEPACKETS file:HC:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICI DES%20REGISTE... 7/2310. BORA - CARE l APPROVALS NES REPORT MIXING DIRECTIC APPLICATION DIRECTIONS 7 i i PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499-188223 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDE/INSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT 11 DOW AGROSCIENCES, LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE 59905-6TETRAHYDRATE SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70506-6INSECTICIDE TERMIDOR 80 M AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICIDE/INSECTICIDE SCIENCES USA LP TIM-BOR PROFESSIONAL' UNITED STATES BORAX & DISODIUM OCTABORATE 1624 39CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE T/C ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL CONCENTRATE SCIENCES USA LP CYANO 432-767 VR &R MASTERLINE TERMITICIDE T/C 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 Companies: 22 Ustupdated: 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 1CAWINDOWS\Temporary%201nternet%20Fi1es\0LK70F3\TERMITICIDES%20REGISTE... 71231C i For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No.64405-1 DisodiumOctaborateTetrahydrate(Na,B80t- 4H2O): ........ 40.0% EPA Est.64405-TN-1 INERT INGREDIENTS: ........................................................ 60.0% U.S. Patent Nos. 5,104,664 5,460,816 Density: 11.51 pounds per gallon 5,645,828 6,426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply artificial respiration if indicated. Contact a physician if warranted. If In Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. 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.) 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (800) 264-0870 www.msuscorp.com 02003 I. MIXING INSTRUCTIONS BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARED 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 I. GENERAL INFORMATION BORA-CARE® is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides longterm protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. 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. Fortreating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additional light 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 orsponge, rinsing frequently. Allow surface to dry prior to final ligN 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. t. 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 the 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 j gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanurate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections VIII and IX for complete exterior application information). 3 VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one (1) gallon 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 maybe 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 i soil and the balance of the structure. V11. 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. V111. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood in contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer to application chart for minimum amount of BORA-CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12". Wait at least one (1) hour between applications. Two (2) coats of BORA-CARE® solution should also be applied to log ends, notches, corners and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It is important to allow BORA-CARE® treated wood tocompletely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 X. DIP TREATING LOGS AND LUMBER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1). This will result in a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THEGROUND 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 XII I. WARRANTY LIMITATIONS AND DISCLAIMER 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. 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone:703/931-2187 Fax:703/931-6505 INTERNATIONAL website: www.nateval.org CODE COUNCIL. NATIONAL EVALUATION REPORT Report No. NER-617 Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE 37853 800-264-0870 nisusC@_nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE® Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 . DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of 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 r' 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 consistencyaswater. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordancewith local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of 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 expressed or implied; as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is notlimitedto, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Paae 2 of 2 Report No. NER-617 5.0 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 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su. 6.4 Test report, January 1997 Progress Report, 57 months 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA-CARE was evaluated only for resistance to subterranean termites. 7.6 BORA-CARE is water soluble and shall be protected as noted in Section 4.3 above. 7.7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject to re-examination on a periodicthesubterraneantermitefeedingandtubingnearbasis. For information on the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 2001 Progress Report, 110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. a 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building Coder"', and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: EXff6L ow FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHERS VVI ONE BY WOOD CEDE L RALe t LGELM A. R. O . A y. a4l ONE BY WOOD — SUCK BY OTHERS CAULK WOO BIA& OW FLANGE di W000 BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK J BY OTHERS FLANGE TYPE WINDOW FRAME HEADER N I i i i 1) WHERE WATER RESISTANCE TEST REOUIREMDHT OF 15X OF DESIGN LOAD APPLIES. POSITIVE DESIGN Q H I LOADS VNl BE LIMITED TO 40.0- PSF DUE TO WATER TEST PRESSURE OF 5.0 PSF AWIEHF N TEST. ` 2) INSTALLATION: FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/10• dA TAPCONANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4• EMBEDMIENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. _ TO TAPCON _ 1 ALL OT¢A FACTORY APPU D INS7N.LATON NOLFSCAULKBETWEENWINDOWFLANGE4DISTILLSQ't£WS OF SUFFICIENT LENGTH TO PROIDE 3/4' MIN. EMBEDMENT 6H70 WOOD BWIX AT PRECAST SILLULK WVLxEL1 ELaATIONP[RECASR SILL) 1.1B ADHESIVE CAULK DR 5) IF EXACT WINDOW 612E n NOT LISTED. N ANWIXt WART, USE ANCHOR OUANTItt LISTED WAT11 NEWT BY OTHERS 'APPROVED EQUAL LARGER Siff• FOR THE APPRcPmTE DESIGN PRESSURE REO'D. SECTION 1 VIEWED FROM EXTERIOR 1)S1) G!> ASAI REOD. AT EACH WSTIALLATION ANCHOR WITH LOAD BEARING SHILL MAX. ALLOWABLE SWIM STACK TO IiE 1/4% 2) WINDOW FRAME UATERIAL• ALUMINUM AHOY 60M 3) USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD 61.YWBS. SILL -MUST BE WW1 N. LrvsbT Rd. • C?rrolka. 71 75006 •P.0. Bm1519W2•Boom. 1X TST51 ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK• OR APPROVED EQUAL oeA1.a DE..Wlm 4) APPLICATION OF VUIXIM 116 ADHESNE CAULK, AT FRAME SILL MM COMPLY WITH SENANT • ASSEMBLY DRAWING WWUFAGroWs RECOMMENDATONA SERIES 1440/1540 ML SINGLE HUNG WINDOW 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW RANGE. um off 5) GLASS TNICXNESS MAY VARY PER THE REQUIREMENTS OFASTU E1300 CLASS CHARTS. Xu•r sr n SINGLE GLAZING t5 SHOWN. INSULATING GLASS 15 ALSO OUMIFIET, SIB N A 7) GENERAL ALUMINUMS 1440 SERIFS SINGLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES TO wR we rraO1 THE 1540 INSULATH51 GLASS SINGLE HUNG SERIES. Oy dZ. DATE s REM90N aY ECR ma 10/2b 01 B GEN-00}Y SHIM AS REOD SUCK BY OTHERS SEE NOTES) \ BUCK V40TH - 1 1/4' MIN. "'% rURM+ 1«{)ff INSTALLATION ANCHOR EMBEDMENT 3/1.E• 0M, TAPCON- - SHEAS REOV G PWEPAI AL LIr4/A) vM — 1/4• SHIM SHOWNFLANGETYPESPACEMAILI - -(SEE NOTES) YUSTERY , CAULKBETWEENWINDOWFRAMEtt.YY+r' WOOD BUCK AT JAMB G CONCRETE MASONRYOPENING - OR MASONRY Ir1, , BY OTHERS OPENING BY OTHERS Q\— INSTALLATION d1 1/4• MIN.. AN µ DIA EMBEDMENT4TAPCONSHOWNPERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK h WINDOW WIDTH MASY OPENING 1'/ 4• SMM BY OTHERS SPACE MAX. EXIEBlQ6 CAULK BETWE73H F1: AH EXTERIOR WINDOW WOODBUCKFINISH SECTION. 2 BY OTHERS WINDOW c WTK BUCK D E . HEIGHT K 2 STOOL Bymumf WIDOW ' HGT. F G COMPARATIVE ANALYST AT10N CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDt1HAOGKT E70ERIGR INTERIOR WAD JAMBS . . 12 19 In X 25 99 ro B FA FA13ISInX363n7575598BF.G 14 74+4 19 to z 60 sn 19 1/6 X 54 sn 59 54SS B F.0 F.0 T4+5 I5 1/5X 55 sn 52 52 45B . BF.G15 1aI9 1/0 X 53 t9 Its X 72 t5 4040 FG t tH3to It 26 1/2 X 35 SA 51 . 51 a BFA 1H425tryX506/444 4244 42B FA B1H4+4 26 to X 54 sn X 55 sn 41 41 B I14445INS261n261/2 X 63 40 40 B FA 1 e x f0 F0 c3OX3 30 to % m 30 to z 36 s/4 44 44B FG FA 30 toXep440B 44 04040BF.GFC 3GX4+5 307L5 30 1/ 2X 55 sn 30 F{ 53 40 40 B FA try 48402123 37 % 211 37 x 35 3/9 51 40 5140 BF.G " B2437 X W 6A3 37 X 54 40 40 4040 FA " B244-4C24+537X55sin404040BFF. 8 256 41&2537X 93 37 X 7: 46 x 25 40 1 40 45 4046 GB F.0 4a= 48X333n40, 40 4040 8F.0 a 4aw . 4a4+44aX 50 3/6 4aX 34 6/9 40 1 40B FRNU 464+5 4ax 55 tln 40 sD 40 B BF.O.1U 4a63 4a X534032331n, X53 1/4 X 35 3n 45 40 45 409 F6 34 531n X 50 sn 4400 8 FAR H.I 34+4 34+ 5 53toX 54 GA 53 to X 55 M 40FAHJ 40 40 B. F.G.HJ 35 53 in X 63 40 40 B F 1 - 36 53 tX7240140 - B. _ PREPNRD Wr PRODUCT MT M X= COWP 2W 11nFJONnOW1 PxT. S1ME = W.OA M*. 1RORG727M PHONE 407 605-O3e5 FA3 407 CAULK BETWEEN WOOD BUCK A MASONRY OPENING BY OTHERS ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE@WOODBUCK PERIMETER CAULK 8Y OTHERS GLAZING ' WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS 0 PRE -CAST SILL BY OTHERS F— INSTALLATION ANCHOR3/16' DIA TAPCON BUCK WIDTH 1/i' uAX. SHIM SPACE SHIM AS REO' CONCRETE OR MASONRY OPENING SEE NOTES) ES) I' 1-1, AIN. EMBEDuENT BY OTHERS SHIu AS REOV. FLANGE TYPE WINDOWFRAME 4 CAULK BETwEE SEE NOTES) IAMB d WOOD BUCK & MASY OPENING BY OTHERS , GLAZING IN57ALLAMON ANCHOR U 1-1/4- MIN. 3/16" D1A TAPCON EMBEDMENTQT 1/4' MAX. SHIM SPACE ONE BY WOOD BUCK BY OTHERS EXTERIOR WIN aY OTHERS_ WN ERCAULKBY OTHERS WINDOW WIDTH C OROPBYDO FR :E SECTION 2 BY OTHERS HEADERBYOTHERSBUCK WINDOW HEIGHT WTH. A C 3 D E FLANGE TYPE T WINDOWFRAME9LL WINDOW H / HGT. F G 4 } MARBLE R SILLS TOOLE L E / A l l O i I BYOTHERSV /7 I V CAULK BETWEEN WINDOW FLANGE VIEWED FROM EXTERIOR, PRECAST SILL WITH VULKEM 116 aDH-LV%OE CAULK OR ' APPROVED EQUAL SECTION 1 LK BETWEEN OOW FLANGE WOOD BUCK ONCR RY ENING OTHERSm CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: MASTER C ENC RpFL Y} W Mt NuM - 6FprR I NOT • MAS BAR 1LE . P # 1) SHIM AS RED.D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDDW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) GT HESUBSTRATE MTTN VULKEM1111FFLANGE AT 6 ADHESIVECAULKOR3APPROVEDEQUAL . SILL mUST BE ATTACHED TO 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USELATEXCAULKFORPERIMETERSEALAROUNDEXTERIOR OF WINDOW FLANGE 6) GLASSTHICKNESSMAYVARYPERTHEREOUIREMENTSOFASTME1300GLASSCHARTS - OF WHEREWATERRESISTANCETESTRE(A1IREMEN7 OF 755L OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILLBELIWTED7040.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF /C" DIA. N TESL 8)- INSIALLAROH: FLANGE FRAME WNDOW IN CONCRETE OR MASONRY OPENING USE 3/16" DIA, TAPCON ANCHORSOFSUFFICIENTLENGTH. TO PROVIDE MN. 1-1/4" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /6 SCREWS OF SUFFICENT LENGTH -TO PRONDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK AT ALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPUED HC•LLS ARENOT PRES07. B SCREWSSHOULDBEPLACEDATMAX. 6" FROM CORNERS 60 MAK. 24 D.0 11) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE ANCHOR QUANt1Tr LISTED WITH NEXT LARGER92E. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL1450SERIESPICTUREWINDOWISSHOWN. THIS PRINT ALSO APPLIES TC, THE 15W SEP$S. loci M. crosbT R6.• CarrolAall, TX 7%N • PA: 8 6T90Z2•Ddas, Tx 7S; ReAWw N: sw,KN INSTALLATION. C'LTAIL SERIES1450/ 1550 F'ANCE PW PeA.rI e. Ci..R. a. scat ' A..A.. - u.... saax . TBa OAIiN/A C.4- M"' 2Z9L DATE SID REWSION 9Y ,AE.. -'11 /0; k A SHEATHING BY OTHERS 8 INSIALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE FRAME H FIN TYPEWINDOW FRAME SILL PERIMETER CAULK BY OTHERSB' SCR— INSTALATIONANCHORSHOWN CAULK BETWEEN FIN 98 INSTALATION ANCHOR SCREW SHOWN (TYP-) C EATING SHIM AS REO•D. 2 x WOODSEENOTES) BY OTHERS T• MIN. FIN TYPE CAULr 'ETWEENEMBEDMENTWINDOWFRAMESHEAshFIN JAMB BY 0....RS 2 X WOOD BY OTHERS Y MIN. EMBEDMENT I SHIM AS RE ) D. SEE NOTES) SHEATHING BY 07HERS WINDOW MDTH EXTERIOR FINISH BY OTHERS FXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT 71 _ ANCHOR (TYP.) I" O SILL STOOL 0 0 BY OTHERS 24• at MAX (TYP.) O O EOUALLY SPACE WINDOW ANCHORS (TYP.) HGL 0 0 / O SHIM AS REO•D. O r O O O O O 7 MAX. (TYP.) SEE NOTES) 2 X WOOD TYP.) BY OTHERS _ 1 6MAX. (TYP.) ram_ CAULK BETWEEN WINDOW FINNY ELEVATION EXTERIOR SHEATHING FINISH MI"- VIEWED FROM EXTERIOR BYOTHERSEMBEDMENTSHEATHING SECTION 1 " BY OTHERS GA 3 MAMNACTUPXR" NAW erz MASTER EELy- # 3 t ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE No. OF /6 SCREWS NO. Off 0.090 OIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO•D. IN FRAME REIOb. IN FRAME WDTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL O•EA. JAMB HEAD SILL O EA. JAMB 16 x 30 109 log 2 2 2 2 3 16 X !D 53 63 2 23 2 3 16 x 50 63 63 2 2 ] 2 20 x 30 86 66 2 2 2 I 2 A 20 X !0 73 73 2 2 3 2 2 ] 2 20 x 50 0 X 59 59 2 2 2 26 X 30 57 5 2 2 2 3 7 2 3 26 X AO 52 52 462 2 3 I 2 A 28 X 50 6 402 30 x 30 52 52 2. 2 3 2 3 30 x !0 9 9 2 2. 2 3 Z 2 30 x 50 30 x 60 A3 s13 2 2 2 38 z 30 35 x !o Nt 401 402 3 ] 3 3 3 33 38 X 50 0 0 3 } 3 3 3 40 X 30 40 40 2 3 3 3 3 3 3 o' X 40 40 40 03 3 3 3- 3 0 X 50 A 40 3 3 3 3 S 1). SHIN AS REO-D. ADJACENT TO EACH NSTAMATION ANCHOR w1TN LOAD BEARING SHIM MA1- ALLOWABLE SHIM STACK TO BE 1/4'. . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS_ A) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW, FIANmE• 5) GLASS THICKNESS MAY VARY PER THE REOwREMENTS OF ASTM E13M GLASS CHARTS. SINGLE GLAZINGISSHOWN. INSULATING CLASS IS ALSO OUALIFIED. _ 6) WHERE w^TE TEST - LOADSWILLBEEStSIAHCETESTLIMITED0D.O PSF OEM 70T aIERT 15% OFOPRESSURE OFESIGN LOAD A601SrPACHIEVEDIPOSITIVENTEST. 7) INSTALLATION: FINFRAME WINDOW IN WOOD FRAME OPENING MTN Two BY W M STUDS. USING 0.090 IN. OIANALSOR /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE — 1` EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOWSIZEISNOTLISTED IN ANCHOR CHART. USE ANCHOR OUANTYIIY LISTED MIN NEXT LARGER SIZE. 9) GENERAL ALUMINUMS 1140SERIESSINGLEHUNG IS SHOWN. 7H15 PINT ALSO /APPLIES TO THE 19AO INSULATING GLASS SINGLE HUNGSERIES. IX } 1001 IL U bF Rd. • Grcr901IN1 TX 7MS • P9. Besf 6{i(90i2 • DoBes. Ti753 w.,.w NXFCSAtpI ASSEMBLY IDRAWING SERIES. 1140/ 1940 TDL ".SINGLE HUNG WINDOW lr. I. c.•tD I. uAt I .— BB A cna I•NHL rrINA 91 LFR _ t1X/05/ 01 GEN-00'13 11 MIN. VINDOV WIDTH LLL 1/4• MAX' SHIM SPACEEMBEDMENT Y O*T0BrOBY2 X Br WOODOTHERS SHIM AS REO'D. II 2 x WOOD BY OIHERS CAULK BEHIN FIN TYPE WINDOW 48 INSTALLATION FRANC JAMB EXTERIORAMC HOR SCRCV FINISHByOTHER 1• MIN SHIM AS REO'B GLAZINGSEENOTBTEMBEDMENTPERIK7CReSPACE OTHERS EXTERIOR PERIMETER CAULK OTHERSFINTYPfBY VINDDV k8-INS'TALLATIWHEADERANCHORSCREW EXTERIOR GLAZING - SEE NOTES) EXTERIOR FIN TYPE VINDOV ' FRAME SILL PERIMETER CAULK By OTHERS BY OTHERS CAULK BEHIND FIN SHEATHING J BY OTHERS SECTION 1 COMPARATIVE ANALYSIS ANL:HQH I HHKI V V DESIGN PRESSURE NO. OF KB SCREWS NO. OF OA99 1110. NAILS REQUIRED IN FRAMESIZECAPACITYINPSFREOu1REDINFRAME INCHES) WIDIH/NEIGH EXTERIOR INTERIOR HEAD L SILL ! EA JAMB MEAD L SILL ! EA JAMB 20 a 3D 40 40 22 2 2 222 20 k 40 40 40 2 2 7 20 X s0 40 40 2 60 4 4 2w, 70 40 40 2 O 2 B 30 . 40 40 40 2 3 2. S 30 % 30 40 40 2 2 4 0 . 60 40 240x40AO s- O 3 B 40 % 40 40 40 3 t 40 X SO 4 X 6 l04 404 D O s s0 a DO l0 40 7 23 4 i 50 % 40 40 40 B 4 t 50 . so s0 z 60 4040 4040 3 4 s 1 I.0 40 4 . FINISH CAULK BEHIND FIN ,T•rTtNTR A * Fx ®RMA 1B• ®•A.F4BYOTHERS T.,+,L1TVL7a YgXL,t9J./ JL • i. SECTION 2 my OTHER MANUFA R NAME: Br OTHERS WINDOW WIDTH IB AS i.4' R J l •.n. WINDOWHEIGHT . WATER RESISTANCE IEST REOUIREHENI OF t57. OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS VILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST URo ° PRESSE OF 6D PSF ACHIEVED IN TEST. 21 INSTALLATION, FIN FRANC WINDOW IN VDDD FRAME OPENING WITH TWO M VDOB STUDS USING 48 SCREWS OF SUFFICIENT LENG7M TO PROVIDE MIK )• EBEpCEMINTOSUBSTRATEOR0D99lKDI0. NAILS. NAX. CIYPJ 3) IF EXACT vIN17pv SIZE IS NOT LISTED IN ANCHOR CHAR1, USE pUgNTITT LISTED LV17H NEXT LARGER SIZE. 0 0 2 4? SMtn AS RE LA ADJACENT 70 EACH INSTALLATION AMCH(Oi WITH LEWD BEARI?1G IC COUALLY SPACE MAX. ALLCVABLE SHIN STACK TO BE 1/4. WINDOW / ANCHORS ClYPJ S) VINDOV FRAME )NTERIAU ALUMIMIM ALLOY 6067. HEIGHT 6) USE LATEX CAULK BEHIND WINDOW FIN Ai NCAD, SILL L JAMHS. USE LATCk CAULK FOR PER1MElER SEAL AROUND EXTERIOR WINDOW FLANGE• SILL STOCK. 0 0 B) GLASS THICKNESS MAY WART PER REOUtR[HENTS ff AST" EIOOD GLASS CHARTS. By OTHERS SINGLE GLAZING IS SHOWN, INSULAI INO GLASS ALSO pUALIFIED: 9) GENERALAPPLIES ALI HSSERIES PITURE IWINUREBDWViN00V 1S SHOWN THIS PR1HI ALSO SHIM AS REO'D. B' MAX. CTYPJ 0 0 0 0 I W MAX. CTYP.) 1/4• MAR SHIN SPACE • //Y4RI'.LFtFVATION K8 INSTALLATION VIEWED FROM EY.TERIOR ANCHOR SCREW tool B. CCMbl' Rd.• Ca,,1 i4 TZ 75M • P.O. Bm 819022 • DdaL TS 1 ae•PL ccmi.iCCM 2 X VOOD SERI SLLATION100/11 00 FINAPV By OTHERS Uj-6-ate GE N002 r' BY OTHERS CAULK BETWEEN VINDOV FLANGE t WOOD BUCK CONCRETE OR MASONRYOPENI ByBr OTHERS RS i EXTERIOR FINISH Br OTHERS PERIMETER CAULK BY GYHERS FLANGE TYPE WINDOW FRAMEFRAME HEADER VINDOV EXTERIOR HEIGHT ONE BY VODD BY OTHERS CAULK BETWEEN VINDOV FLANGE t WOOD BUCK CONCRETE OR MASONRYOPENI ByBr OTHERSRS i EXTERIOR FINISH Br OTHERS PERIMETER CAULK BY GYHERS FLANGE TYPE WINDOW FRAMEFRAME HEADER VINDOV EXTERIOR HEIGHT ONE BY VODD NOTES, BUCK BT OTHERS SHIM AS REO-D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHY. MAX. ALLOWABLE SKOX STACK TO BE Ile./ INSTALLATION ANCHOR 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. f///---- 3/16' DIA. TAPCON 3) USE LATEX. CAULK BEHIND, WINDOW FLANGE AT MEAD. SILL @ JAMBS. A) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. SHIM AS REO'D 5) GLASS THICKNESS MAY WART PER THE REOUIREYENTS OF ASTu E1300 GLASS CHARTS. SEE NOTES) 61 DESIGN PRESSURE CAPACITY OF WINDOW t INSTALLATION IS LIMITED TC AOD PST. 71FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR HASWEY OPENING, USE 3/16' DIA. 1APCON TYPE ANCHORS Or SUFFICIENT LENGTH TO PROVIDE `HIM. 1-1/4' 1 EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS t 24- QC. MAX. MINd BETVEEH81BUILDDOWN. AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINURED BY OTHERS. TRANSiR FROM MB-pMENT BUILD DOWN MUST BE DF SUFnCICNT STRENGTH TO ADCDUATELY LOAD A M VINDDW TO THE STRUCTURE. 9,ELEVATIONS SNOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE 6 THIS i/4- MAX. PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS SHIM SPACE THAT CAN BE MANUFACTURED FROM THE I4SO/1550 SERIES DESIGNER FIsED WINDDV FRAMING SYSTEM. r'p '7 ae ssCENi1LMM • ' FLORIDA B.O.A— . CENTRAL MANUFACTURER Nam: G'ENER A'[ fJ19/NVH lT —45TER Y` YBE # GLAOING RTP. SEE wTED BUCKHEIGHT SWM AS REO'D SEE NOTES) FLANGE TYPE WINDOW FRAME SILL ONE by BUCK PERIMETER CAULK OTHEERfTV00D BY OTHERS 1/A' MAX. SHIM SPACE a aEzr{aloa nNISMN d GByOTHERS CAULK BEIVEEN WINDOW - 1-1/4' MIN. FLANGE t WOOD BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA TAPCON BY OTHERS CAULK BETWEEN VOOD BUCK t MASONRY OPENING BY OTHERS SECTION I WEIGHT HEIGHT HEHE 2 1 TINDHT WIDTH ELEVATION VIEWED FROM EXTERIOR, BUCK VIDTH SHIM AS REO'D SEE NOTES) FLANGE TYPE\ WINDOW FRAME " WING 1/4' MAX. 3d C- SHIM SPACE 1-1/A- HIM. EMBEDMENT CAULK BETWEEN WOOD BUCK t MAST OPENING d BY OTHERS Q ftAI1W liT7. INSTALLATION AMtMmR SCE INICSI C 31I.V DIA_ IAPC01 ONE BY vDOD PERIMETER CAULK BUCK By OTHERS BY OTHERS CAULK BETWEEN - EXTERIM FINISH VINDOV FLANGE BT OTHERS WOOD BUCK vINOW viDix CONCRETE ORMASONRYOPENING SECTION BY OTHERS ELEVATION VIEWED FROM EXTERIOR M- CTmBT RE.• CarmMm TB 75006 - P.O. Bu B190 - 0*m- UI7SX1 INSTALLATIEIN DRAWING HNE BY BUICK IES 1450/1550 DESIGNER PICTURE WINDOW n7 7r R 3/20/02 B I GEN-0025 I/.- MAN. SHIM SPACE TWO By FRAYING BYI) DESIGN PRESSURE CAPACITY OF YANOOW k INSTALLATION IS 40.0 PSF. SHIM AS REO'0. OTHERS Z) INSTALLATION OFFIN FRAME WINDOW IN WOOD FRAME OPENING WIBYWOWSTUDS. USINGO.C99 dV, CIA HAILS. PLACE .099 NAILS 6'' FROM I BUILD 00" CORNERS MAN. R B' O.C. MAX. BETWEEN. - TYPEBYOTr.ERS FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITHFIN FRAME jAuBTWOBYWOODSTUDS. USING 16 SCREWS OF SUFFICIENT LENGTH TO i' YN PROVIDE YIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX. EMBEDMENT ' FROM CORNERS Y 79' OC MAN. BETWEEN. A) SHIM AS Ill. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHE.-EARING BY ClTHERS 1 MIN 16 INSTALLATION SHIM. MAX. ALLOWABLE SHIM STACK TO -BE 1/4'. S) WINDOW FRAME "TERM: ALUMINUM ALLOY 6063. EMBEDMENT ANCHOR SCREW (TYP.) 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL $ Al INGSHEATHE7) USE LATEX CAULK FOR PERIMETER SEA*.AROUND EXTERIOR OF Br OTHERS CAULK BEHIND FIN WINDOW FLANGE 8) GLASS THICKNESS MAY VARY PER TnE REOUIRE'MENTS OF ASTM E1300 SHIM AS REOT). GLASS CHARTS GLAZING (TYP.) CAULK BEHIND IN SEE NOTES 0) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE SEE NOTESEXTERIORFINISH BY OTHERS ENGINEERED IN OTHERS. BUILD DOWN uLIST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE EXTERIOR FINISH BY OTHERS PERIMETER1/(' MAX. SHIM SPACE STRUCTURE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO CAULK LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS EXTERIOR /6 INSTALLATIONByOTHERSSHEETAPPLIESTOALLCONFCURATIONSTHATCANBEMANUFACTUREDANCHORSCREW (TTP.) FROM THE T100/1900 SERIES DESIGNER FIXED PICTURE WINDOW p a TGYFRAMINGSYSTEM. FLOR U.NTR Ay,_ i+LOl71l.Y1' ..O.D1. 0. W1NDCW DTMPERIMETER CAULK BY OTHERS FIN TYPE FRAMEHEADERMANirrUR R NAM: i-. AlwM /,n /nIIAI? SECTION 2 MUSERTEE # 9 WINDOW MOTH . GLAZING (TYP.) SEE NOTES FIN TYPE FRAME SILL PERIMETERCAULKJ BY OTHERS IS INSTALLATION J ANCHOR SCREW (TYP.) EXTERIOR FINISH BY CITHERS CAULK BEHIND FIN SHEATl BY OTHERS WINDOW HEIGHT WINDOW HEIIjGHTJ tI/l' MAX. WINDOW HEIGHT L- oi, Si SPACE SHIM AS REo' D. - ELEVATION SEE NOTES ELEVATIONVIEWEDFROMEXTERIOR VIEWED FROM EXTERIOR 1- MIN. T X FRAMING EMBEDMENT BY OTHERS 1001 W. CriIi Rd. • CertR11NI, TX 7500E . P.O. 9. 619027 • Dabs. TT . 7SI61 NlFIN INSTALLATION DETAIL SECTION / DESIGNER SERIES 1100/1900 PICTURE WINDOW 9B N /A caw wR °'c . NUA 1:13 zi -- TE - SYMIREIsroN ___..._.... _. _.—T.... Ea_— 3/t t/02 B.... GENOC. WM CAULK BETWEEN WOOD BUCK 8 MASONRY OPENING BY OTTERS ONE BY WOOD BUCK BY OTH: 6u_CK__. CAULK BETWEEN WINDOW FLANGE s WOWCONCRETE' OR MASONRY OPENIN BY OTHER EXTERIOR FINISH BY OTHER PERIMETER GLM1K 87 OTHER FLANGE TYPE WINDOW FRAMEHEAD OWHT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKB7OTHER INSTALLATION ANCHOR BUCK WIDTH 3/16' DIA. TAPCON SHIM AS REDTF SEE NOTES) FLANGE TYPE 1/4-SKM WINDOW MANE SPACE JAMB. Q 4 1 1/4' LIN. MAX. BUCK PERIMETER CAVLK__.- I I \ BY 07MERS WINDOW WIDTH EXTERIOR CAULK BETWEEN WINDOW FLANGE WDOQ'BUCK SECTION 2 ANCHOR (TYP.)1 W11 HE V, a PRE CAST SILL B7 OTHERS — CAUUc BEtwEEN WINDOW RANGE PRE CASTSILL WAIN VULKEM SECTION T 116 ADHESIVE CAULK OR SC NEE MOREHEAD a500 ADHESIVE SEALANT NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX ALLOWABLE SHIM STACK TO BE 1/i Z) WINDOW FRAME MATERIAL: ALUMIN Y ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAmBS.SR.L MUST BEATTACHEDTOTHESUBSTRATEW11MVULKEM116ADHESIVECAULKORAPPROVED EOUAL4) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREKEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY W17M SEALANT MANUFACTURER'S RECOMMENDATION. S) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOLAEMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN, NSULATING GLASS IS ALSO OUAUFIED. 7) GENERAL ALUMNUM'S 1430 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 15SO SERIES MODIFIED SLIDER INSULATING GLASS a) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE3/16' DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINA-1/4 EMBEDMENT INTO SUBSTRATEALOCATIONSHOWNONCHART. B) SEE CLEVA71ONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL IS SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED NSIOLLAIION HOLES WHERE TAPCONS ARE REDD. t1) IF EXACT MNDOW SIZE IS NOT LISTED N ANCMCR CHART, USE ANCHOR QUANTITY LISTED WYK NEXT LARGER SIZE ONE BY WOOD BUCK BY OTTER 1 ./i MIN. EMBEDMENT SHIM AS REO D. SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHER INSTALLATION ANCHOR 3/16' DIA. TAPCON Q CALLK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS . EXTERIORFINISHBYOTHER WIU In ELEVATION VIEWED FROM EXTERIOR_ a3-Zc-vT- 5k? MANUFACTURER. NAME: 2 4yL ,4.0 /rft I-t V PfMASTTR FE # $ ION r. CImeT N. • C_.I m IX TSOO6 •!D. Im 61lOD • mllb It 75761 INSTALLATION DWG. MASONRY W/ ONE E$Y BUCK SERIES I4aO MODIFIED HORIZCNIAL SLIDER rWKDOW DwH cHKD KA BB N/A DATC Dw WDNAM 3/ ZO/02 GEN0027 X., wlmlcl xamo• ml..:fo wxw.•*4*•• N. W.x xAa .4•+.•u. naWw n1N mat Ics> 4m- . SHEATHING CAULK EETwHN FIN SHEATHING 2 X FRAMING BY OTHER & SHEATiNG BY OTHER BY OTHERS 1• MIN - CAULK BETWEEN 1/4- MAX. SHEATHING & FIN 69 SCREW :NSTALATION - .EMBEDMENT SHIM q5 REdD SHIM SPACE EY OTHERS ANCHOR (TYP:) (SEE NOTES) 2 x FRAMING EXTERIOR. FINISH BY OTHERS FIN TYPE 1'MIN. BY OTHERS - WINDOW FRAME 'EMBEDMENT1/4• MAX JAMB BYOTHERPERIMETER CAULK SHIM SPACEBYOTHER r /8 SCREW INST'ALATION FIN TY:E ANCHOR (TYP.) WNDOW SHIM AS REO•DFRAMENEARER (SEE NOTES) WINDOW vADTM EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS EXTERIOR FIN TYPE SECTION 2 6`MAX.(TYP). WNOOWFRAME Su EQUALLY SPACE 6` uAX.(TYP) ANCHORS (TYP. BY OTHER 0& JAMBS) SILL STOOL PERIMETER CAULK- 1- 1/4' MAX. BY OTHER SHIM SPACE SHIM AS REO'D IPB SCREW _(SEE NOTES) WINDOW \\ INSTALATION HEIGHTANC -OR (TYP.) 2 X FRAMING BY OTHERS \ \ EXTER.OR FY SIw0- LEYC •iERS CAULK BETWEEN WINDOW FIN & 2SMEI-'.INC _ SHEATHING BY C'MER i MIN• EMBEDMENT • 1 1SECTIONIANCHOR (TYP•)tCE':ERt_ NOTES: Z4_ O.C. 1) S v AS REVD. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX.('TYP). BE -RING SHIM MAX. ALLOWABLE SHIM STACV TO BE 1/4•. WINDOW WIDHT2) W..OW FRAME MATERIAL ALLOT 5053 3) USE LATEX CAULK BEHIND WINDOW FIN AT MEAD •SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARC'JND EXTERIOR OF vnNDOW FRAME. ELEVATION S) G_t55 THICKNESS MAY VARY PER THE REOUhEMENTS OF ASTM E1300 .. SIn0. EGLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. L 1•"' S *t,• y) DR AIANC APPLIES TO WSTALLATION OF FIN FRAME MN_OW W WORD FRAME OPENING VIEWED FROM EXTERIOR'."• ; F M - TWO BY WDOO STUDS USING 099 IN NA "::S C3 #8 SCREWS OF SUFFICIENT iL.. LE%; TH TO PROVIDE MW. I• EMBEDMENT NIL SUESTRA_ 7) IF E<ACT r IO'JWSIZE IS NOT LISTED IN CHART. ';SE A\CHOR OUANTITY LISTED WITH NEB LARGER 52E. •. B) AF:_-ES AL TI _ 1M•S INS SERIES HORIZONTAL .AL :S SHOWN, THIS PRINT RISC _ AP -.ES TO TH t960 NSvuTING 0.A55HCR120(I:At Sz;DER SERIES 03- ZaoL COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART WINDOW . SIZE DESIGN PRESSURE 18 SCREWS REOD. NAILS REO . 099ININCHESCAPACITYINPSFINFRAMEFRAMEWIDTHAND EXTERIOR INTERIOR HEAD EACH HEAD EACK 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 1 40 40 3 3 4 1 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48. 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 2 72 x24404042773' 72 x3640404237 3 72 x424040437 4 72 x 48 40 40 4 7 5 72 x554404043cIlRLAJpLJY7A' D.O.A.Fe MANWACTURER NJUVE: MASTER FUE # 'A Lo. ttvla oAT[ 0— NV.mu n 03/n / 02 I GEN-I i..., ..• suT ]]O. . I....o. J.a+o. aai•i •-a[ INl7 aM-C•Ja r•. twn DWG No: GEN-0452 INSTALLATION MULLION ANCHOR' ANCHOR - TYP.) BRACKETMULLION ANCHOR BRACKET — CENTRAL FL® A B. 0• MANUACI' R NAME: F WINDOW FRAME JAMB TYP.) J MULLION II I DIE NO. 1445 I II I I it i i II I I it II I I' INSTALLATION ANCHOR TYP.) II R FILE # o 8 SELF TAPPING a ° SMS (TYP.) v SUBSTRATE MULLION DIE NO 1445 v a a o I - 7 8"- SECTION B-B i- SEE NOTES 2 & #3 NOTES: UM E C T I 0 N A — A 1) MULLION I USEDL TO IMULLL SNIGLE HUNG AOND OR IP CTUREBWIWINDOWS SIDEIEBYOS - ALUMN 1445 WHEN v EXTERIOR 7ry. . ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION, OFSUFFICENTTH TIOTTO ACHIEVE N1/4"TH 3 IN, 16 DIA. CONCRETE SCREW ANCHOR EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/B" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS FIN VERTICAL MULLION INSTALLATION DETAIL 1445 ALUMINUMTUBEMULLIONDIEN0. a ---- DRN: JS APRVD: ---- DATE:3/17/02 W AREA: 1Kf/ fT: — — — SCALE: H ALF "'L: - - - - DWG No- GEN-0452 z err y - PREPARED BY:. PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWT, HEATHROW FLORIDA 32746 PNONE 407-805-0385 F=0355 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.260 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 125 72 30 21 125 72 30 2013.0. 124 70 29 20 124 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Ian-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30..500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 331 262 241 219 203 203 50.625 279 220 200 180 164 162 54.625 211 192 172 156 153 55.625 268 158 143 127 112 108 63.000 204 153 11.7 106 92 79 76 72.000 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH. AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THISCHART ARE IN PSF PREPARED BY: PRODUCT 8 APPUCAnON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0M 1 FAX 407 806tG66 CA020122 FEB.19; 2002 . 02-0217 N 11 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515. 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA17ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 80543651 FAX 407 8054366 CA020123 FEB. 19, 2002 02-0217 MULLI AN CH BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP. ) 3 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET - IVI V LLI VN DIE NO. 1446 SECTION A -A I II I II I II I II I II I II I M`JLL10N GiE N0. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES a #2 & ##3 I I a o o v SUBSTRATE SECTION B-B CENTRALL®}'gypy S.r <_. • .. EXTERIOR ELEVATION - E JAJv NOTES: MASTER F' ILE # Jr-' o37Tv'.y 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY .GENERAL ALUMINUM CORP." SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16 DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #j10 AREA: DRN: AFRW: ---- DATE. 3/1-7 iC= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD ---- JS FRAWNG. wT/FT: ---_ SCALE: HALF --- owc No- -- MAIL' GEr, = PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PHWY. HEATHROW. FLORIDA 32746 PHONE 407—SO5-0365 FAX 4C7-8.5_o!" A' Max. SHIM SPACE iNSTALLATION ANCHC)T IHSTALLFTEOM ANCHOR '— DOOR WIDTH TWO BY WOOD D8 SCREW SHIM AS RE'D'D :8 SCREW4SEE`NOTES) 1-1/8 HIM. BY OTHERS' TWO BY WOOD SHEATHING EMBEDMENT HY OTHERS BY OTHERS CAULK BETWEEn DOOR CAULKFLANGETWOBYWOODSLIDINGGLASSBETWEEN t StffAT... BY OTHERS DOOR FRAME NOmC STRIP tRIL JAMB SHEATHING SLIDING GLASS DOOR I -I . HOOK STRIP SHIM AS REO'0. 1/a• MAX. <SAE IaOTES> SHIM SPACE ' INSTALLATION ANCHOR L1-1/8' MIN. A8 SCREW EMBEDMENT 1-1/8' HIM. . EMBEDMENT ZTEMPERED GLASS . CAULK. BETWEEN STUCCO fTYP) DOOR FLANGE OR SIDING L SHEATHING - BY OTHERS SLIDING GLASS , DOOR FRAME SHEATHING PERIMETER HEAD By OTHERS CAULK HY , - SHEATHINGOTHERSPERIMETERBYOTHERS TEMPERED GLASSCAULKBY STUCCO OR SIDING OTHERS STUCCO. 4TYP) TEMPERED OR SIDING HY OTHERS • GLASS CTYP) BY OTHERS SLIDING GLASS DOOR x ,.. "•._: Tr• A `. •, _ t fi _ - INTERLOCK . DOOR mTLr " ;,? ' HEIGHT SECTION- B-B HOOK STRIP DETAIL A Ai'-. +1 1 _ ' Iv. Ili D(101 TCAI•L, •UMIXUX ALLOY ia61INVE2) AD INSTALLATION SCREWS 1RTST DE 4i SlrrtClENT LENGTH TO ACHIEEHUST 6E ?DNLNT Or I-1/1' INTO VOGO TAPCON TTPE INSIALLATWN AKWIS TSILL p 1 riCIENTONE"G`FNTO CACHlEVEyON DACc `l`CDWNT Or OrTKISSNCLT. VA' WTO AV.201NiOR CONCRETE. , A) OSE SILIl3TNIICD ACRTLTC CALLR TENIND DiEw rLANri AT HEAD L $ANS& StUSESILICCNIIEDAC* IL EA3L[ r0R PERI)ETCR SEAL ANOUNO [i TER10A6 1 61 Ir C[ACT DtLR SIZE IS NOT LISTED IN ANC101 CHART. USE ANCHOR puANTITT UST[D vI7M KAT SLIDING GLASS LARGER SITE. FOR THE APPR(70.IA? DESIfN PRCSStRE RCC6 T) rtn POGcET 0001 SIZES USE CLOfCST ETPAss DOOR SIZE L @fICiMATIdI TO rTHfsco lT[XT14 DOOR _ FRAME • B B PLACE INSTALLATION ANCIOTS. n rRGIIT Or TS O STRIP E1 0S.L A SILL Al .GLASS THICRNCSS toT "ART PER RE1r*ED GLASS DI AING El]DD GLASS CINSMA DOORUNITISAPPRO"C DNETO rcESEZ1:0 VITNTA, SNALtLAINTA TEAN TEALCRATTAC TO i01JAND / SILL CORNERS V I 111 SHIN AS RC76 AT CA SET Ci INSTALLATION ANCNORL --- ALLWADLE SXIN TTACIt TO !E I/A'• l2) ALI. INSTALLAit01 ANCt NUST K wDE G CDRROStGN RC S'STANT HATERTALT. 1 ' P AND 'O• REPRESENTS rl[ED PAKL APPRG"ED A 131 "M[RC •[' REPRESENTS w LISTEDAT[L CYWICAAAitWSAREASLISTEDaANCHORCHART lr 7KR Or THIS i1)L*T. V d EXTERIOR _ ELEVATION ING SCCT G"s E,G A ! DTI` Sin XTA'LLAPFLT TO WS:ALLA .AjP {•e LATWiEMBEDMENT CNPIGWATIiM A ° EMBED MIN. z PANEL DOOR SHOWN )S) FLORIDA El S 7Do=ERus acn)rc u.ATs DOGR iT SWWIL TNES PRINT +L APF '-.CS 7O amn ° EXTRUDERS REVIDESCRIPTIONDATENIFL0PIDALI-ERALLY APP Y IN. T. INC. sPNFORD FL. CAULKING ENDER SILL INSTALLATICi1 TNC:-iORoRSETSELL. IN BED I ' TITLF: SLIDING GLASS DGOR DF C:NC+TETE3/16' DIA. TAPCDN ( I INSTALLA T ION WITH €8 SCREWS SECT - ION A -A D°aWN BY: 98 APPP.oVtD BY: t 1 DING =:LN F12002rA: I ! ATE: t2!'Gi ISC =LE: N): — .... . I 8 SCREW INSTALLATION ANCHOR .CHART.. NOMINAL DOOR. OUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE UP TO 46 PSF TO 61 PSF TO UP Tp 46 PSF TO 6l PSF TO 70 PBSF UP TO 45 46 PSF Tp 60 61 PSF TO 70 PSF CONFIGURATION 45PSF 60 PSF 70 PSF 45 PSF 60 PSF PSF NSF a0Ox, XO 68 xx, a8 X 80 6 6 6 8 8 8 8 . 8 4 4 a 5068 XX, Ox, x0 60 x 80 6 6 6 6068 XX, X, XO 72 X 80 8 9 9 8 8 8 4 4 4 8068 XX, Ox, XO 96 X 80 10 to 10 8 8 8 q q 4 10068 xx Ox x0 120 x 80 1 6 6 10 10 10 . 5 • 5 5. 5080 Xx, Ox. x0 60 X 96' 6 8 8 10 10 10 5 5 5 6080 XX, OX, x0 72. X 96 8 f0 0 10 10 10 5 5 5 8080 Xx, Ox, x0 96 X 96 10 10 10 t0" 5 5 5 0080 XX 0x xO 1 120 X 96 ' 6 12 12 12 6 6 6 50100 XX, ox. x0 60 X 120 6 6 8 8 12 . 12 12 6 6 7 60100 XX, OX, XO 72 X 120 8 12 12 12 6 8 0 XX X X 96 X 120 12 12 8 8 8 q 4 4 9068 OXO 109 1/8 X 80 12• e 8 4 4 4 12068 OXO 145 1/8 X BO 14•. 14 14 8 8 88 4 4 4 15068 0X0' 181 I/8 X BO 16-:: l6 16 10 10 9080 0X0 10 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 Ox0 145 1/8 X .96 14 14 14 10 10 10 5 5 5 15080 OX 18I 1/8 X 96 12 12 12 5 7 8 90100 OX0 09 1/8 X 120 12 12 12 12 12 12 5 7 8 120100 Ox0 ta5 1/8 li 120 4 4• 4 8 6 e 4 4 4 9068 XXX t06 5/8 X 80 12' 12 12 . 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 q 4 15068 xxx 178 5/8 X 80 0 10 10 5 5 5 9o80 xxx 106 5/8 X 96 12 12 12 l0 10 10 5 5 5 12080 Xxx 142 5/8 X 96 14 14 14 10 10 10 5 5 5 15080 XXX 17B 5/8 X 96 6 10 1 6 7 8 90100 XXX 106 5/B x 12Q 12 12 12 a 12 12 12 I 7 8 i XXX 142 5/8 x 120 a a 8 8 8 4 4 4 10068 OxxO. 119 5/8 X 80 12 12 12 e 8 4 4 4 1206E xX0 143 5/8 X 80 14 14 14 9 8 4 4 4 16068 OXXO. 191 5/8 X 80 18 18 18 1 xx 12080 OxXO x 143 5/ 8 X 96 l2 14 12 is 12 14 U 10 10 10 10 5 I 555 5 5 15080 OXXO 191 5/8 X 96 18 18 t.8 10 _ lE 10 1 1 b 100100 OXXO J Il9 /8 x 1 12 12 12 12 l2 12 6 7 8 120100 OXXO 1143 5/8 X 120 14 I 14I 14160100 GXXO19l 5/8 X 120 19 t8 t9. I XXXX 111 114 X b 12 12 12 B 4 I q 4 12068 XXXX 141 1/4 X 80 I 14 4 I 1 a1506EXXXX I89 1/4 X 80 I i6 I6 10080 XXXX llilal 1/a1/-4 x b12 I 12 14 10 I 10 I 10 I S 5 12080 xxxX X 96 14 I 14 114 IIa 10 0 5 5 16080 Xxxx 189 1/4 X 96 16 1 i2 1 5 i00100 Xxxx ll7 1/q X 120 12 12 12 12 12 2 2 Y 8 h01pp XXXX 141 1/4 X 120 14 I l4 l+ I I 1212 7 P , i60100 Xxxx 189 1/4 X 120 16 16 19 r 1NCH_2 NC : S• L__ 3UCK c' SAMEiZ;FiRUIIERS T . IN. SANFOFD. - F L.DCGxITH ^cSCF' S o..•s. w FL.xCi=.c7 CONCRETE OR SHIM. AS P,S) µaSONRr OPENING cSEC IL7ES) By 0-HERS CAULK--DETVEEN EICIOR FLANGE S WOO: BUCK CAULK ?ETWEEN WOODBUCK LPERIMETER AULK BT, MAS•Y• OPENING Br OTHERS07HERS STUCCO --•7 Q A' BY CCO / V INSTALLATION ANCHOR 113 SCREW (TYP. VHERE— TAPCDNS ARE NOT RED•D-) SLIDING GLASS DODR FRAME SILL v INSTALLATION ANCHOR 3/16• DIA, TAPCDN INSTALLATION ANCHOR BB 'SCREW (TYP. WHERE DNE BY WOOD TAPCONS ARE NOT REO'D.) PUCK Br OTHERS 1 1/4' MIN 1 EMBEDMENT SLIDING GLASS DOOR FRAME IAMB v 4 Aji ji d o 11j w D A D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR Or CONCRETE 3/16' DIAL TAPCDN SECTION A -A I 1/4- HAY- C SHIM SPACE T 7GL:AS Dow FRAME HEAD TEMPERED GLASS (TYP-) DOORHEIGHT EMBEDMENT I-I/4' MIK 0 TEMPERED GLASS IT TPJ PERIMETER CAULK BY OTHERS S.G.D. WIDTH P-jFI/4• M )L SKIM SPACE 1 1/4' HIM. I — EMBEDMENT ONE BY WOOD IBUCK BY OTHERS CAULK BETWEEN Q VDDD BUCK L HAS•Y. OPENING BY OTHERS SHIM, AS REO'D. SEE NOTES) MST ALLATION ANCHOR 3/I6' DIAL TAPCCIN C CAULK - BETWEEN DOOR FLANGE D WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK $E7VEEN 3/16' DIAL TAPCON DO BUCK t MASOPENING BY OTHERS Q CAULK BETWEEN SLIDING GLASS DOOR HOER( STRIP S HOOK STRIP Q WOOD BUCK I 1- 1/4, MIK EMBEDMENT Q Q 11 ON£ BY WOOD BUCK BY OTHERS STUCCO BY ERHERS d B40A,",PTEMPERED GLASS TYP.) SECT - ION 'B U` AC $ LEA ; SLIDING GLASS DOOR INTERLOCK MASTER FILE# HO K STRIP DETAIL A 1) DOOR MATCRIAL• ALDMIMW ALLOT 6061 - 217•CDI TYPE INSTALLATIEN ANCHORS MUST BE W SUrrICICMT LCHOTM TO ACHIEVE KK EMBEDMENT Q1-I/4• HMO MAS(BQT OR ION m7C. 7lALTERMATCTAPCOMINSTALLATIONAMCMORSrIt1Y1T TD HACK IN ALL FRANC MEnBERZ 41IAPCOHANCHORCHARTINBACKOrTHISMET. S) USE SAICOMOZEO ACRYLIC CAWMDR BEHIMO DRrLAWAAT HEAD L AMIL 6) USESILICOMIZCDACRYLICCALKrORPERIMETERSEALAROu10EXTERIOROrRM V EXACTDOORSIZEISNOTLISTEDINANCHORSSuRCUSEANCHORQUANTITYruasISTEDW17MNEXT t ARGER SIZE. rOR SIZES AP`SECLOSEST BYPASS OEM S RCD't t) FORPOCKETOpORSIZESUSECLOSESTBYPASSDOORSIZELI:OMf1GARATION Tp'rIHIMO pPENIN4 T T PLACE TAP@K. 1M rRONT 6 H4DI ITRR AS SHOVIL 1 (LASSTHICKNESSNAYWARTPCIIREOUIRENEMTSorASinCt70DGLASS CHARTS. 10) ALLrACTERTAPPLIEDHONESNOTDESIGNATEDFORTAKQ ATo V SSA-D BE rlLl[D vitn KB SCRCl/S B B Dr TUrrIG1ENY LCMGIK TO RovIDE HIM. S/B' EMBEDMENT 11H7p vpOD LUCK• tO DOORWITISAPPROVEDUSINGTEMPEREDCLASSINSINGLEGLAZEDORIMSLLATHMGGLASS. I." JAMB / SILL CORNERS ARE TO RE SEALED VItM •ANNALS RIMY SEAM SEALER. I7) SHIMASREED. AT CA. SET lY INTT ALLwTIPM AMCNIYMS HHAX ALLOWABLE TRIM SIAU TO BE I/4'• 143 ALLINSTALLATIONANCHORSMUSTKMOEOrCORROSIONRC::SI ANT wTCA1Ali. l5> VL •X• REPRESENTS HOvIMG PANEL AND -T RCPRESEMTI MIXED PANEL APPROVED lo.. Ar CDKICAAATIONS ARE AS LISTED ON ANCHOR CNAR7 ON BACK OrTHIS SMELT• IU MOl ALLCOHGIGURAT {OHS LISTED ABOVE ARE SHOWN ON THIS Da•vIHG. MOVE VCR INSTALLATION EXTERIORELEVATION SECTIONS • A -A•, •B-B• L HOOK STRIP DCT'AK APPLY TOINSTALLATION ALL APPROVED 2 PANEL DGDR SHOWN COKIGURATIONS.TORT 17) l0 IALL1CAIAPCO- I"ON PMGOR lHAR7.PTEC lACcKR S MIE7.INSTALLATION MOLES w4CSS T CD ID) rLORIDAEXTRUDERSIONSERIESSLIDINGCLASSDOORISJa7WMLTHISPRINTALSOAPPLICfTO - 2000 SERIES AND540SERIESREVSDESCRIPTIONDATE ] INI[ ' PID A. TNT RINC Ps$ANFOP.DTITLEc SLIDING GLASS DO(JR INSTALLATION WITH TAPCONS iDP.AWN BY: 3I APPPOVED BY: r ti,.m. i I I n.Tr. 1n A7t:/ni Icr r. SiTC nv.r• _ vn/.) F TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD L SILL QUANTITIES IN]EA. JAMB QUANTITIES IN EA. HOOK STRIPSIZEUPTO46PSFT061PSFTOUPTO46PSF6iPSFTOUPTO46PSFTO PSF 61 PSF TO 70 PSF AND SIZE CONFIGUP.ATION 45 PSF 60 PSF 70 PSF ' 45 PSF 60 PSF70 PSF 45 PSF 6. 4068 xx, OX, XO 48 X 80 3 3 3 4 4 4 3 3 3 4 a 5068 xY., Ox, X 60 X 80 3 3 3 4 4 4 3 5 6068 XX, OX. X0 72 X 80 4- 4 4 a a a 3" 4 5 8068 xx, Ox. X0 96 X BO 5 5 5 4' 4 4 3 4 5 10068 xx Ox XO 120 x 80 6 A 7 ) 4 5 4 5 4 5 4 5 65080xx, OX, X0 60 X 96 3 3 a 5 6 6080 xx, Ox, X0 72 X 96 4 4 4 5 5 5 6 6Sosoxx, OX, X0 96 X 96 5 5 5 5 5 5 4 6 6 0 0 xX x X 120 x S6 6 A 7 5 5 5 4 55ell50100XX, Ox, x0 60 x 120 3 3 3 6 6 6 6 B 60100 XX, OX. XO 72 X 120' 4 4 4 6 6 6 6 6 7 (DI) 6 8 9 0 xx x X 96 X 120—5--_ 3 4 5 9068 Ox0 109 1/8 X 80 5 5 6 4 4 a 3 4 512066Ox01451/B x 80 7 17 9 tD2) 4 4 4 4 515068Ox0181i/8 X 80 8 t y 4 4. 4 3 69080DXO 12080 Ox0 X 96109 ' 1'/ 145 1/8 X 96 7 8 CD17 9'S> 15 4 a 6 6 I5080 Ox0 181 1/6 X 96 8 5 5 5 4. 6 8 6 10 90100 OXO 109 1/8 X 120 5 5 6-...'. _-i1131•u tD]) 6 8. 120100 Ox 145 1/8 X 120 7 6 6 7 CDI) 6 5 9068 XXX 106 5/8 X 80 5: -:-.. 4 - 4 r 4 3 312068XXX1425/8 X 80 7 7 8 CDlli 4' 4 3 4 5 1506 XXX 178 5/8 X 80 8 t t 4 4 4 4.. 6 6 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 6 6 12080 XXX 142 5/8 x 96. 7 B COD 9 CD2) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 t y 5 5 5 4 10 90100 xxx 106 / X 220 5 6 6 6. j 17 6 1 8 I 10 IPOIoo xxx 142 5/8 X 120 7 n in. b 6 3 4 5 10068 OXXO ' 119 5/8 X 80 6 6 7 (DI) 4 4 4 312068OXXO1435/8 X 80 7 7 8 CD1) 4 4 4 3 4 516068OXXO1915/8 x 80 9 10 <DU 12 CD3) 4 4 4 b 6 1 d XXU D/D 7b b• l 6 7 CDl) 5 5 4 4 I 6 I 6. 12080 OxxO 143 5/8 X 96 7 8 'DI) 9 tD2) 15 a 6 616080OxxO1915/8 X 96 9 cn y to .0 ) 5 5 5 I I C( D7) 6 I 7 10160100OxxO1915/8 x 120 10 (III) 13C(D4> 16 6 DI)8 I O XXxX XXXX 4X 141 1/4 X 80 7 6 7 6 8 tD1) 4 4 4 4 444120685 5 16068 XXXX 189 1/4 X 80 9 CDI) 10 cD2> 12 Da) 4 4 44 10080 xxxx 11 1/4 x b 6 7 (DI) 12080 5 5 I Ixxxx - I 141 1/4 X 96 7 8 CDI) 9 D2) 5 y 6 6 16080 xxxx 169 1/a X 56 S (DI) to c 4) z C G) 5 5 6 8 IO 100100 xxxx It/ 1/4 X 120 6 7 DI) 6 6 6 16 C I) 7 D1) I 6 8I18f 10Ic0100XXXX1411/4 x 120118S 7 8 (DI). 10 cD3> I 6 I 6 7 10160100xxxx1/4_x 120 10 (D2) 13 (D5) 15 D7) ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EOVD. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D-R' DESIGNATES IN WHICH SIZE L CONFIGUP.EATIONS TWO TAPCONS A:RE REO'. 2> 'DI" MEANS, INSTALL TWO 7APCOINS IN 'ONE SET -OF INSTALLATION HOLES. 3) "D2' MEANS, INSTALL TWO TAPCCINSINTWOSETSOFINSTALLATIONHOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONSINTHREESETSOFINSTALLATIONHOLES. 5) 'D4' MEANS, INSTALL TWO TAPCONS INFOURSETSOFINSTALLATIONHOLES. 6) 'D5" MEANS, INSTALL TWO TAPCONS 1NFIVE. SETS OF INSTALLATION HOLES. 7) "D6" MEANS, INSTALL SEVEN IA C-13NS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TPJ9CONSINSEVENSETSOFINSTALLATLIONHOLES. 9) LOCATION OF ADDITIONAL TAPCONS INHEADLSILLSHOULDBEPRIORITIZED AS FOLLOWS: A: FIRST ADJACENT`TO INTERLOCK ORBUTTSTILESINHEADb' SILL. B. SECONDLY, AT EACH END UtF HEADLSILLNEAP. JAMB CORNER, 1F NEEDED. C-. LOCATIONS IN HEAD L -SILL OTHER THAN AS LISTED IN A 11B. 10> LOCATION OF ADDITIONAL IN SHOULD BE PRIORITI2E D ASJAMBS FOLLOVS8 A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END 03F JAMBS NEAR HEAD L SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A Z. B. EXTRUDEPSFLOR1DAINT. INC. SANFORD. FL. T"- SLIDING GLASS DOOP. TAPCON GLASS CHAPT BB _. 01/14/0' cz_:- XCIVIL ztx[, N.T.S. ° FL X902 GA it GENERAL ALUMINUM CORPORATION- VERTICAL MULLION DESIGN LOAD CAPACITY CHART FLANGE VERTICAL S.H. SIZES ALUMINUM MULLION, DIE #1446 WDW.WTH.> 19.125 26.5 00 30.500 37.000 48.000 53.125 WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 10.1 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 .45 31 27 . 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN. 11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-M5 / FAX 407 805A366 44 iq GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOADCAPACITY 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 30267 302 33026 24, 000 1009 897 897 897 897 30. 000 587 478 459 459 459 36. 000 384 299 266 266 266 48. 000 188 140 112 105 105 60. 000 93 67 51 45 43 72. 000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY; PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32748 JAN. 11, 02 01- 1201 PHONE407805-03651 FAX 407 805-0366 SEE NOTES 2.& #3 IV MULLION INSTALLATION ANCHOR ANCHOR BRACKET ^ CTYPJ WINDOW #8 SELF .TAPPINGFRAMESILLSMSCTYP.> MULLIONCTYP.) ANCHOR BRACKET. U a D v MULLION DIE NO. 1447 PRUMA B. G. ° - v ALTER NAME: MULLION a / DIE NO. 1447 ° Nig-lR L AL U v WINDOW a FRAME HEAD TER FILE— TYP.) ° SECTION B-B DWG N& EEN-0453 INSTALLATION ANCHOR TYP.) 1-7/8' SUBSTRATE 1-7/8' SECTION A—NOTES: MULLI N INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLI N, DIE NO. 1447, CTURE WINDOWS 'HEAD TO SILL. E.XTERIDR WHEN USED TO MULL SINGLE HUNG AND OR PI 2) IN MAS NRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT L'TH. T ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. 4) MULLION ATTACHMENT 'IN SECTION B—B IS TYP. AT IAMBS. s .. GENERAL ALUMINUM CORP., CARROLLTON, TEXAS TITLE FIN HORIZONAL MULLION INSTALLATION DETAILjeJkALUMINUMTUBEMULLION, DIE NO. 1447 a AREAr DRw BB APRvDi ---- DATEI 3/17/02 E L E U G ATLs __-- DWG NO, WT/FTi ---_ SCALE HALF' GEN-0453 4.r:,i'P115pARED'i'VPiiO DUCTTECHNOLOGY CORP.. 250 INTERNATIONAL PKWY_ HEAIM". «ORIOA 32746 PHONE 401-805-0365 FAX 407-905-0366 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 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON —rAXIS 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 & APPUCA7 ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020040 12,Jar-2002 01-1201 DING r10: 4-0450 STALLATION J CH OR YP. ) 8 SELF TAPPING SMS (TYP.) IVI uLu vial DIE Na 1448 SECTION A- A MULLIC ANCHC BRACKE WINDOW FRAME JAMB TYP.) MULLION I I I DIE . NO. 1448 II I II II II INSTALLATION ANCHOR TYP.) SEE NOTES 2 & # 3 ATE SUBSTRA A SECTION B-B 8 CENTS FLORA B. 0. A. 'a EXTERIOR ELEVATION MASTER d'E2, NOTES: 1) MULLIONN INSTALLATION USEDTO ULLL SINGLEAPPLY HUNG AOND. OR ALUMINUMP CTUREBWINDOWSMULLION, ID EBY°FnTLE* NERAL ALUMINUM CORP 1448, WHEN SIDE. CARROLLTON" TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16"VERTICAL MULLION INSTALLATION DETAi_DIA. CONCRETE SCREWANCHOROFSUFFICIENTLTH. TO ACHIEVE 1-1 4" MIN. ALUMINUM TUBE MULLION, DIE NO. 1448 EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 LEA----DRN: JS APRVO: —_—_ DATE:3/17SCREWS OF SUFFICIENT LTH. TO ACHIEVE l-3/8" MIN. EMBEDMENT INTO WOOD F,IALF MATL: DWGNO: FRAMING.-- SCALE: ---- GD.— G== G r 47 MULLION_ ANCHOR BRACKET - o v v a a 11011 0 PREPARED 9Y: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PNWY, NEATHROW, FLORIDA 32746 PHONE 407-505-030 FAX GENERAL ALUMINUM CORPORATION FIN VERTICAL. VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 WDW, WTH. > 18.000 24.000 30.000 36.000 48.000 53.125 WDW. HGT. V 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 960 160i 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 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 CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 BOSM65 I FAX407 BW)'- f6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART FIN VERTICAL P.W. SIZES ALUMINUM MULLION, DIE #1448 WOW. WTH. > 30.000 43.000 56.000 63.000 72.000 88.000 WDW. HGT. V 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 226 38.000 236 226 .226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 12 11 10 10 86.000 18 14 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 & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-03651 FAX 407 805-0366 1. TESTED IN AC:QAMZE WITH STANDARD BJIWING CLUE, C-NPTER 17, TO A POSITIVE AND NEWT IVE 37.5 PSF. 2, pA9HMAMP REPRESENT VARIMS SECTION HEIGHTS. 3. FOIRZ. SECT ION 7' 0C H DOOR SHOWN. 8' HICH DOORS HAVE _ FIVE SECTIM6. - - 4- SECTION HEIGHT OF 20.812. 19.00 t 16.75 ARE AVAILABLE AND AAY BE IFiED IN COaINAt10N TO ACHIEVE tVARI(lb HEIGHT DOERS. 5, DAIOSSWNT PATTERN OF 14.50 X 20.375 SHONd. ALTERNATE eATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375'ANY IRE LSlD. 6. TORSION SPRINS SHOW. EXTENSION SPRINGS AVAILABLE. 7. USE .THIS BRACKET, REF. PM 405964-0002. CN 6' HIGH DOORS ONLY. S. WINDOW MAY BE INSTALLED IN THE TCP SECT ICN OR THE SECTICN IMAMIATELY BELOW THE RCP SECTION. 2' X 6' WOOD JAA9 2'. X 4' WOOD J"UI.. OREQVALENTPM 405964-0001 1/ 4' TRACK BOLT 5/ 16 X 1 314' 5' REF LAG SCREW DETAIL " E' SCALE: 148 J 9. THE STRUT PLACEA£NT ON DOOM CEYSTRUCIM WITH 5 OR M)RE SECTIONS MJSt BEAft rna CONSISTENT WITH THE DOG: SHONN. THE STFi1i5 FER .THE AUDITIENAL IN.Irw' ` A REY 8 REl SECtIOS ARE t0 BE PLACED AS SFOWN ON THE THIRD SECTION. TER MILE' TIE, 10. THE STRUT PLACD.ENT DIM]SION ON ALL SECTIONS LESS THANi 20.812' 1 f M.CM BY THE DIFFERENCE BETWEEN THE ACTLAAL SECTION HEIGHT It 20.812'- N 1I. SCREW PM 605911-0001 IS A 1/4' DIA X 5/8' LONG TYPE AB HEX HEAD tETAL SCREW i ® 12. POST TO BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSUED- 13. STRUT PLACDA3NTS CAN VARY 03 . 14. 0-wa mFOR LOCKS CAN BE 0, 1, OR-2. HINGE pf TRA968 ENO I i A I 2. 093 000 VIEW ' D-D' 1/B' DSB 2' TRACK - 9 THK (VERTICAL) I LLER SECTION " C-C" X6' W00D JAA•6 - X 4• JAL,9 'D' SCALE:.1/2 B EQUIVAIEryT. ALEN1 ZONTAL TRACK 4" ECO.NTUMALAMM e S\ T OPT I(ONAL SPLICE IN ' F K RIZONTAL TRACK AT 407605-OOD4 TCP OF RADllJS TYP 2 PUS 404928- 0003 D' .. TYP 2-PLCS 2 a - 400650-WQI HS- 1 TYP3PLACES 36. 00 E F IXTLIRE f i OPTIONAL WINDOW DETAIL SCALE: 3/32 CNLY T STANDARD TRACE; DETAIL FOR 16' 404928-0001 P Ml09327-0001 4D4828- 0003 - WALE: 1/16' • 1' 16•-0' LOX. WID.TilSERIES 280 TWU 289 ARE EO.WVALENTCOMTRIXTIM 25CA STEEL SCALE: ELEV T• SERFS 180 ARE. SAA P PaCTRL CT I MAS SERIES 280 UNL Y 240A STEEL INTERIOR ELEVATION AIID ETD GAPS 0002 TESTED WAS 281 SERIES. DOOR W14TH CENTER STTLE ENO STILE tS T STRAS/SECT. ROLLER YERTI T 9JPAER LOAD FT-HTT HMRDWAR£ 16' - 3 SINGLE TES Hm6T0 - 2- X 7/16- DNA- 100 STD., M p1 M I 001 lmAlal nYpallei a nm I" K wmWln s .wno m mw In rAw AYI n wm IM mrmH DETAIL ' F' SCALE: 1/4 SEE 116' WIDEI - NOTE 4 ENTER STILE N405680-0004.5.6 a2 3PLCS) A' l 7/8' THK. SECTION ' A -A' SCALE: 1/4 I i • ' F' is 061601-0000 DESIGN , LOAD q• 25 PSF ± 21. B8® (7•-0' S)AOMI TFST LOAD 37- 5 PSF ± 8'- 01 WAX. HEIOHTT 21. 57® $ . V405771- 0002 104528- 0004 m ItNIA e , wum nns" 011131 MAX 4 5i, - i 4 os7s ANG}IOR w/ 4-50 X ° 2 11 /3T' . 1 3/4' LAG SCREW 2 7116 .091 MIN • 23 .LENGTH DOOR WIDTH - 1'-+t 6.04 - T06 THC. —F14F Ifl0 2 23/32 3 9/i6' 1 7/e 0 o p p I I 3/18 MIN THK 4.01— .070 MIN 2 7/16' P/N 400650-XXXX. ROLLED HS-X STRUT P/N 409328-6001 PLATE.HASP -P/N 401199-0001, TOP FIXTURE P/N 405771-)C= B3T. FIXTURE PART N.KeE]RjMIN.tHIKj STRUT I FLT4 .180/280/2901.390 SERIES _ k00650-ODOI .030 1 HS-1 I I 4 ATTACH TO DOOR PM SMITH ATTA 4 TO DOCK W17H 400650-0004 .020 HS-0 t 3 SCREWS,P/N 605911-0001 055775REF o o _ 0 0 I o 6.00 LlI o 0 t o P/N 409331-0001 PLATE, FLOOR DOCT ION A! I I I OI I I ON 7' HIGHDOOR ELEVATION SFDOWItNGFLOOR PLATE PM 409326-)000C POST409326POST ASSY-VERTICALICAL LOCI( 2 9/32 Go 070 MIN 000 3 3/16 O O 000 4 711 I PM 407603-0001. CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS P/N 005911-0001 2 9/32 H• 070 MIN 000 3 3/16 0 P/N 407505-)O=. ETD. HINGE 4 5/8' 0 0 0 O o 271F O 3 I 0 O O P/N 061601-0000; SLIDE LOCI( ASSY 1 U•--{ .f-1 3/4• 4 3/8• 1 1 V4-7" e o, 2• H HO8• 10a M+N- 108 MIN- P/N 405964 d 046450. BRACKET. SCAB PAN 405954-0002. BRACKET. SCAB JOINT PART. Wass I 405964-0001 3-l/4 046450-0003 4' SCAB BRACKET DETAILS 407W5-00" AM2.785•I t56 CIA w'004 III407005-OWS q * ATTACH TO DOOR WITH 1.80 R NGE C0t rr' 4rT L DID E 8 4 SCREWS P/N 605911-0001 4`" 'd 3.00- .375 CIA -4 N•-•.44 .44, P/N 404828-0003 ROLLER ASSY, TR-1 P/N 508069-0001 PIN _ TR-1 ROLLER LOAD: 50 LB9• MAX. 25 T PIN 4,08679-0001 LIN( PLATE RESID. STEEL DOORS PmtT Mimm I x 407W5-0002 .95 ylf-. 157 25—,-1{ 2.5f>•1 REF. I0 4.IOo 0 L u 375 CIAiHOLES P/N 408876-0001 S,PPCRT SECTION 'G—G' STEELSTEELSTRUTS 18, WIDE DOORSI r-CENTER STILE PM 408680-0004.5:6 I R llIlk THERMA o TRU CLASSIC CRAFT SERIES' 80 OUTSW 40 GLAZED FIBERGLASS DOOR WITH WOW RiAME NFL 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDABUILDINGCODE1994EDITIONFORMAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORSAILS .SHALL BE AS LISTED AND SPACED ASSHOWNBEBEYONDWALLDRESSANCHORIINGORSTUCEDMENTCO. MATERIAL 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR MIAMI-D4DE COUNTY WITH THE USE OF THE HIGH Dkw BUMP THRESHOLD. SEE THE DESIGN PRESSURE CH4RT BELOW. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDEL(TES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESEENTIAL INSULATED RkIgnG!.AS sVUI/rcommontool /came con i F r Panel Frbergloss skin 0.127' minimum thickness, SMC Fy min. =6,000 psi F heel idelite: Fiberglass skin 0.070" minimum thickness, SMC with yield strength Fy(min.)=6,000 psiCoredesign: Potyurethone loom core, withl.9 Ibs. density by BASF. i n: The poond skin constricted from o 0.127" thk. sheet mo 9 campou YC). the in covrTy is f8ed with 1.9 R. density ti4SF loom. The panel face sheets are 9ked to the wood sties and rmJs0MchaadhingesfiloreLVLorl.A. Thelatch side which is 1.426 x 4.09 is the latch reinlorcarc+hL The foopp and bottom roil one of a wood corrroosife ngteriol. In thedoubledogappTicolicnTheimc(i,. dog is rttwd with one nded aluminum astragal of Fi060-T6 alloy. Frame Constriction' The frame is constructed from finger jointed pme 33b3' wide x 125 !hick The'cocla is joined to the side jambs with S g x j 5 PFH Screws of each side. The threshold is pined to the side ppmbsit !f2) {8 x 2.5 PFHScrews of pocfn side. The mullions ore secured Together inasde(le application using 18 x 2 long PfH Wood Screws (6J s -yew each mullion. The units use an 0utswing &xrp Uwastidd meowing 4.6 5 x . I SMCLipfile - LM size is 21.6M' wide x 5&093' secured w 1. 5' Long Tek .Screws. The frames ore sealed with silicone ca/kng ( Dow 795) to sideife panel and to the gloss Sidefile Dazing, SWC Up life with yield strength Fy(min.)-6.200 psi & M Lip U(e with yield strength Fy(nn)=2.145 psi - Qk sze is 9.n wide x __ high secured w/(16) / 8 x 1.75' Phillips Pon Head Screws. The frames ae sealed with silicone Akng (Dow 795) to sideli(e pow l and to the glass. (ntegrul Flush Glared - The sideRe sashtoopanelsoremoldedtorecenetheinsulatedGlossTheglassisattachedtotheside6tefottsheetswiths4orseg+s^9 carnPol+'nd ( ) TABLE OF CONTENTS SHEET ET ; IDESCRIPTION I vE L W TH 3s.7s" iti+x. EL WIDTH N J_- II J74A669- MAX.EDo rLJoo x O b 6 Ot LSINGI F OLITSWING UNR 74.5- MAX. OVERALL FRAME WIDTH --i v x W 7 4. t %/869' 7444 869' oJ MAX D. L. O. D.L.O. WIDTH WIDTH J Oh w / b N o 'n INA 'ACTIVE in n11 SEE DETAILA11 - SHEET 3 DOUBLE OUTS` WING UNIT 1MAX. OVERALL FRAME WIDTH 366.62 .625 ' MAX. t5.5 " MAX. PANEL WIDTH FRAME WIDTH W/ASTRAGAL 13. 938' MAX. SIDELITE WIDTH U W 2 I 14.869' 14. 869" 6 MAX. D.L. O. MAX. D.L. O. WIDTH WIDTH oh b h h ACE INASEE DETAIL 'A" SHEET 3 7. 125- MAX. D.L.O. WIDTH LIP LITE 7.0" MAX D.LO. IIDTH INTERGRAL LT1 MI DOUBLE W/ SlpE fTFC OUTSWING UNIT ALL ELEVATIONS r 66.5- MAX. OVERALL FRAME WIDTH 15.5' MAX. VIEWED FROM FRAME WIDTH THE INTERIOR 13. 93E MAX' SIDELITE WIDTH DESIGN PRESSURE RATING MW[THSURFACE WHERE WATER INFILTRATION REQUIREMENT IS NEEDED FACE BOLTS 47. 0 PSF +47.0 PSF BOLTS 70.0 PSF +70.0 PSF. 2 w 7. 125' MAX. D.L.O. WIDTH LIP LITE 0 7.0* MAX D.L.O. z a WIDTH INTERGRAL Ln 1 869" o V MAX. X D.L.O. 19 W S x o WIDTH O J J O O . b ein x¢ O o r'] q SEE DETAIL A SHEET 3 aunt F W/ SIDE1 fTM LUDNG UNIT O >_ rV C) 00 O V, °p C) XZOn o gwLn cCO O Q3Qoo Ir ILLI 813. 684.3831 sc•, r NTS D.G. BY: WLN aHx. Br: RW D wlw NO.: S-2177 SMFET 1 OF 8 s Z a a - metaa. e 20 3 SEE NOTE 3ISSHEET N 34 w z Y O O 42 2 Z 0 O 1.68' MIN. v2i N .O °.. 1. MIN. N o 0 PANEL THK. PANEL THK. 0U7OO . 6 U_ B ° W W w SEE GLAZING48 S DETAILS SHEET 8) a 28 = J a 1" MIN.^ O a 49i GLASS THK. o x O o O EXTERIQR 0 IfT1 ERlO < IMTRIO 29 FB n i 0— vT N in z N t 00 o rn i 1.68* MIN. O1 0 ° 42PANELTHK. b 1 in z 0 O0ry20 34z 8 7 ,O.- :° 50 m 0 0 O 33 SEE NOTE 3ZTHISSHEET m 19 N N w 52 43 SEE NOTE 1 51 THIS SHEET CROSS SECTION 1 SIN 2 OUTSWINC SIDEUTE PANEL 2 THE CROSS SECTION4OUTSWINGDOORPANEL WITH LOW PROFILE THRESHOLD SHOWN HE -CLASSIC SEE DESIGN PRESSURE TABLE) CRAFT FLUSH GLAZED k 3/4' G1f55 lit JA B. T INTERIOR I - MIN. B GLASS THK. SEE NOTE 2 1.68" MIN. THIS SHEET PANEL THK. 39 o .. m i i N iN4411 a 1 RT R ON 2 OUTSWING DOOR PANEL W/ HIGH DAM SEE DESIGN PRESSURE TABLE) NOTES: 1. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (4) ATEACHVERTICALJAMB. FROM THE TOP DOWN AT 13.5. 31-, 48.5- 66 THERE ARE (2) AT THE HEADER AT 4- INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE 2) AT THE SILL, 4- IN FROM THE OUTSIDE CORNERS. 2. THE HIGH DAM THRESHOLD IS ONLY USED IN ANAPPLICATIONWHEREAHIGHERWATERPRESSURE MUST BE ACHIEVED. 3. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8- QUARTERROUNDMOLDINGAROUNDPERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04' DYl WIRE BRADS AT 2' FROM EACH END A MAX. OF 12' O.C. I L UV BUILDINGCONSULTANTS. INC 813.684.3831 DAM' 11/7/01 SCALE NITS vwc. er: WLN C.. BY: RW 5A-.G w S_2177 F11 2 .1 8 BOLT 8.0- LG. TOP EXTERiOBOTTOM (2) BOLTS AT TOP Jr (2) AT BOTTOM 3 28 a3 IA 1 HORIZONTAL CROS +' SECTION 3 O ASTRAGAL 25- WAX. SHIM XT RIOR INTERIOR z N v O5 N 0. OM11NTFRIQ O rn ci L J OLJ 3 e z C-) SE NOTE THIS SHEETSSEE4NOTE 1 e 2 W a aTHISSHEET DETAIL A OPTIONAL ADDITION OF SURFACE BOLT 00 OJ nm: m ovWiN 2 RI NT TI N 36 6 N 3 ®MUWON V pv 15' MIN. 3 SEE NOTE C-SINK 3 34 9 SHT.4 16 17 3 170NTAI CROSS SECTION 3 O SIOEUTE TO BUCK NOTES: 1. THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE AHIGWPRESSURERATING. 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM1*y0 OF THE ACTIVE PANEL AT 2.5' CENTERLINE FROM THE LATCH STILE EDGE. J-DELL---111]]]auuu )- L THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLDPFHWS. WITH ((2)) yy6 x 2.5' SU/tFACE BOLTS WERE ATTACHED TO THE ACTIVE PANEL3. THEWITH (4) 10-24 SEX BOLTS. Vz O t w E NOTE i c) SHT.4 n 51 Z.684.3831 DATE: 1 1 /7/ 14 scat: NTS DWe. Ur: WLN DA. WY: RW D--c S-2177 s EEr 3 Or E I CENTRAL I"VIDA B. V o,L l MANUFACTURER NANE. R25' MAX. T RI SHIM SPACE 38 13 3 8 Lprr ciMASTER FHE 7r(l Y 1 28 48 a e - 0 28 48 o• C, o 00. a I1 1 1 1 li 00 29 6 7 B 17 1 HORIZONTAL CR SS SECTION 15" MIN. 4 LATCH JAMB TO BUCK, C- SINK a.., 1. 15" MIN. EMBED. NOTES: i. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDEUTE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1', 3, 5, 16.25". 54.0'. 77.0' 90.25", 92.25, & 94.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5" PFH WOOD SCREWS AT BOTH SIDE, 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB. FROM THE TOP DOWN AT 6.0", 23.0, 40.0, 57.0", 74.0" & 90.5'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4' IN FROM SEE NOTE 1 SHT.4 THE OUTSIDECORNERS. 6. SPACING FOR 18 x Z' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 7 3/4' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE z m MULLION USE 110 x 1 3/4" SCREW. g ¢ 8. THEHIGHDAMTHRESHOLDISONLYUSEDINANwcD _ APPLICATIONWHEREAHIGHERWATERPRESSUREMUSTBEACHIEVED (SEE DESIGN PRESSURE CHART). w 9. 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' OIA. WIRE BRADS AT 2" FRnM FACH FND A MAX. OF 12- O.C. _ Y z g v e o e Z = 10 7 6 wt og1. 15' MIN. 2 HORIZONTAL CR TI N C-SINK 4 HINGE JAMB TO BUCK, 1.15" MIN. EMBED. SEE NOTE SHT. 5 SEE NOTE 5 SHT. 4 FXTERIOR mcl, INT RI3 N07E 6 CC T. 4 25 X. MA P1MSPACE TYT F 16 z ww 1a 29 U o. . o o.:. a... o o 1 28 1 HORIZONTAL CROSS SECTION STRIKE JAMB TO SIDEUTE o> I. N O 00 SEE NOTE a V 2 I 7 SHT. 4 M Z O In 37 iOwO Q < co a Fvi/ BUILDING CONSULTMRS. INC B13.684. 3831 art: 1 1 /7/01 scvc NTS DMG. 8r: WLN a . BY: RW DF—ING ND.: S-2177 sH[n 4 or 8 SEE DETAIL -F" SHEET 5 N 6" 6' 6" 3- 3 3" —{ 6 66 3" 3" F- 3' I li it tEE I II 113 SEE 3t TYP. NOTE TYP. DETAIL alp SEE DETAIL 3 SHT. 5 E- TYP. 13 13 TyP. SEE DETAIL TYPH' B. A 51 $1 A" _ 52 A" CNN N b V) U U3JJaN n Lq N 1 ui SEE DETAIL BI SEE DETAIL C' TYP. N iQAI I TYP. 1 I 1 TYP.. I I 1 ) I 3" F- - 3- ' T 6" 6" -i f— 3' -i F- "i 6" 6 3 ° c 6" 6• 6" u pf ti T W T„ti N n• E SEE DETAIL lU1 1 = 1C ii liR NAya c H- SHT. 5 DOUBLE DOOR W/SIDEIITES Mt]rER YT cZNOTE: I USE = 3/2" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE 7 JAMB OR ASTRAGAL KEPT_ IN THE MULLEDeulL°wc 1 DRILL THRU FOR APPLICATION WITH THE SIOELITE USE ITEM J43 A 15 2 X CONSV ' LTANTS. INC 37 11 13 A 0.357' BOLT DEEP _ PFH WOOD SCREW. Bt3.r8a. 383t ENOUGH FOR A 2' 0 BOLT THROW t 1/7/O1 13 o Sir: N.T.S. 70 O SURFACE BOLT owc. er:.. WLN 1) STRIKEPLATEcwc. er= RW SURFACE BOLTSTRIKEPLATE oaw c No.: L ETA_ FDETAIL "H" 5-2177 10 ASTRAGALSTRIKEPLATERETAINERBOLTHOLESnT— ' F" nr Au 'r' .,o 11 l cl )aces ,-, nPTInNAI SURFACE sNcn 5 1 6_ SEE DETAIL K" SHT. 6 6" 6 3" N 3 ° 1 3^ 3" 3" r 3- 1. 'In SEE NOTYRSEEDETAIL SEE DETAIL "F" SHEET 5 3` 6" 3" 3' f I F3" I -I 1 I I 13 I I TYP. TE SEE DETAIL SEE NOTE ^E' TYP N 3 SHT. 5, 3 SHT. 5 _ TYP. d n N N 13 - 13 N TYP. TYP. SEE N DETAIL S2 M " K" ^ _ 52 ^L^ 0 ^ _ - -M ^ II t I TYP. k 1 I 3" -i 3" 3" 3" 6" 6" 3" 3" 6" 6. SEE DETAIL J" SHT. 6 DOUBLE DOOR W/SIDELITES 910 O O SURFACE BOLT STRIKE PLATE DETAIL K OPTIONAL SURFACE BOLT STRIKE PLATE 1 0 SURFACE BOLT {,.'f T,j„',7 f\ % STRIKE PLATE pp / lV j n•tjt}V DETAIL " F AUNT OF ACOPTIONALSURFACEBOLTSTRIKEPLATE r SEE DETAIL H" A" 51 51 Ayp I I TYP. I I 1 T 3" 6" 3"j 3" L36" 6 6" SEE DETAIL H" SHT. 5 DOUBLE DOOR Lj N O 00 p N O r\ Z 0 1' 7ppU) U n L; OWO Ono f\ SEE DETAIL E- N cc n TYP. Z to. O ZOINc u p U O p m Z un i= o N 7 nW O U 1 w BUILDINGCONSULTAN1s. INc 813.584.3831 DATE' 11/7/01 SC&L N. T. S. D ,` Bj C /L Yj D.G. B*: RWgJ111LAf\i iiY o o ! ll" : wK. BY, ftW pyj-{p!-1( NAME: yyp gt, OB.w HO.: 1L R 1 tl l-1u E 0 5-2177 sKm 6 or 8 O4 x 4 STEEL DOOR HINGE wj--{ --,. SG' CAP I v Og HOTTOu RAIL WOOD C014POSDE 46 c HINGE tlnc cTN F OCORE MATERW.: LVL OR LSLALTERNATECOREMATERIAL: PONDEROSA. RADl4TA PUW. ELIJOTTA, iA£L14 OR SUGAR PINE. D, UGL45 OR WHRE F,R, CEDAR, 1JCpfSE CELLAR OR REDWOOD. OCC AT .H <1 SD, F CORE MATERW. LVL OR LSL 8' j- .75- 1IOI r I DRILL THROUGH FOR THROUGH FOR .357• DIA. ASTRAGAL PFH WOOD RETAINER BOLTS 2 PLCS WNDAM RR I STRIKE PLATE q O['' TOP RAIL WOOD COMPOSITE 1.531' -i an^ rrF BLANK CDE <TILF 36 FlNCER JOINTED PONDEROSA PINE 1.077' -H 1.531' --i 42 <IOE7 rtF TOP &BOTTOM RAIL FINGER JOINTED PONDEROSA PINE SURFACE BOLT (NES 25' STEEL) 25 ) ATTACH TO DOOR USING 110 x 1 114• F.H. SHEET uETAL SCREWS PROVIDED TAINER LTS 24 YfiNDJMF?ER 11 WR68T ALUMINUM 052• WALL TYP ) 2.116' r-- 1.202 - n 28 MOLDFD OPEN LTTF SMC FRAME EXTRUDED SMC 92' N01 181, ION• YY uOAGi[bN WEaTHER_ST_RIP FOAM GL CORE WIMM JACKET 579 r N 175" 4.565- I I- Z L N0235WOODFRAME 4.625' 2.203' T n 19 AlI DI DcwINT: BUMP FACESfBUMPFUrF 1MINUM/WOOD THRESHOLD D50' WALL TYP. OCOMPRESSK)N WEATHERSTRIPBYTHERMA-TRUFOAMCELLCOREW/VINYL JACKET 2.875' o 'NT]a SURFACE RO T STRIKE (125 [71( 125 7 U J ATTACH TO SILL USING 110F.H. SHEET METAL SCREWS PROVIDED % .—/ WITH BOLT. HIGH DAM THRESHOLD 39 A<TRAG4I RETAINER ROLT MATERIAL C/R ROD ZINC do YELLOW CHROMATE A'CT1TLER A. ` t, Uu BUILDINGJNSULTANTS. INC 813.684.3831 SCALE NITS D.C. BY: WLN CHK. BY: RIM 5-7177 f ItemItemlDESCRIPTIN 1 F FIBERGLASS TH RMA TR i h ' I n h = i 2 3 TCH TILE K K H -TRU OR k OAIC 1.50" z 4.115 RR 4 HINCPRMA-TR OR 1.50x 1.4575 NOT USED6 POLYURETHANEFOAMBASF, 1.9lbs. 7 SHORT REACH COMPRESSION WEA-RUA-TRU FOAM 8 LONG REACH COMPRESSION WEATU FOAM 94 x 4" HINGE .097 TH STEEL STEEL 10 10 ,; 3 4 I . H WO00 SCREW to Frame PFH 11 10x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2" L.G. PFH WOOD SCREW STEEL 13 18 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 INOT USED WOOD 15 NOT USEDWOOD162xINNERWOODTESTBUCK17MAX. 1 4" SHIM MATERIAL WOOD 1.8 KWIKSET TITAN700 SERIES PASSAGE LOCK ALUM. WOOD 19 ONE PIECEBUMPFACETHRESHOLDTHERMA-TRU 20 HEADER 4. 656 x 1211 -IR1/ PONDEROSA PINE)WOOD 21 NOT USED 22 HINGE JAMB 4.656" x 1211' ERMA-TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES OEADBOLT 24 ASTRAGAL WINDJAM13ER II WR68 Al I IM 25 GLAZING, 112 INSULATED TEMPERED GLASS GLASS 26 NOT USED STEEL 27 8 x7LG. PANHFAO SHEET METAL SCREW 28 MOLDED OPEN LITE FRAME EXTRUDED SMC with the st h F min =6,200 Zg K40 x 1.50 PT THREAO SCREW, MAJOR OLA 4.OMM FOR ITEM 28 STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 X . 04 DIA WIRE BRADS STEEL 34 3 8 QUARTER ROUND MOLDING 35 BLANK JAMB 4.656 x 1.211 THERMA-TRU, PONDEROSA PINE 36 SIDELfTE SIDE STILE THERMA-TRU 1.531 x .656 PONDEROSA PINE 37 10 x 1 3 4" LG. PFH WOOD SCREW 36 NOT USED ALUM. 39 HIGH WATERDAMTHRESHOLDSILICONE40SILICONECAULK41NOTUSED 42 1 WON TOP k BOTTOM RAIL -TRU 1.531 x .&% PONDEROSA PINE WOOD 43 118 x 2" LG. PFH WOOD SCREW STEEL 44 3 16" SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 NOT USED TCM 47 NOT USED STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GIASS 49 GLAZING, 34 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOM RAIL 1.50 x .94 THERMA-TRU WOOD COMPOSITE WOOD COMPOSITE 51 3 16 TAPCON ANCHORING ELCO. 1.75 MIN. LG. STEEL 52 3 16 TAP ANCHORING ELCO, 2.5 MIN. LG. STEEL 53 10-24 SEX BOLT STEEL 54 PLASTIC LIP LITE FRAME PVC with o yield stre th F min =2 145 si PVC 453" GLASS z Z W SITE N 1/8" TEMPERED 0 > j X 48 GLASS V 0 co 1/4" AIR a Ln = CC)O° p ., p SPACE Z O r o.. o,.o o. u o OO : 1/8" DECORATIVE w _ GLASS Q O O o 1/4" AIR E" Q co INTERIOR 3/4" STEELSPACEt '_2= 6 INTERCEPT 1/8" TEMPERED CC r _ 9 GLASS W a 1" INSULATED TEMPERED GLASS aGLAZING DETAIL SHOWN W/ 1C1 ASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANELS) z 0.5" GLASS BITE O O 0 o Q o OQ O O O O 1/2" STEEL INTERCEPT SPACER J 3/4"" INSULATED TEMPEF GLAZING DETAIL SHOW CLASSIC CRAFT" INTEGF SIDELITES ONLY) 453" GLASS Z = 3 BITE o Q 2 Lo 1 3qDN gym m XT RI R 1/ 8" ANNEALEDLL oZ GLASS v yo` O: O AIR J• o w m oO25" SPACE a v ti a 0. Q:.O 1/8"ANNEALED m 5 GLASS INTERIOR Z Y 25" STEEL INTERCEPT6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ Ln PVC LITE FRAME GIAZING DETAIL SIDELITES ONLY) 0625" THICK DOW 795 w GLAZING COMPOUND o 1/ 8" TEMPERED GLASS o z 1/ 2" AIRSPACE e uDv+c 1/ 8" TEMPERED GLASS ACYFU1 f iA/ 7/ 01 srx - NTS v«c. er: WLN N e j • aiK. er: RW parwwc rro.: a:, 8 a 8 OR, MANUFACTURER NAME t rr? '5;7 S 174 ..'pw--, THERMA oTRU® CLASSIC CRAFT- INSWING"SINGLEAND DOUBLE W4 WAOUT sIDELfms. INSULATED FIBERQLIss DOOR WTTHWOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DARE COUNTY. 7_. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DARE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. J RETDENTLAL INSULATED FIBERGLASS DOOR Common to all frame conditions) Door & Sidelife Leof Construction: Face sheets Door Panel: Fiberglass (SMC) skin 0.105" min. thk., 5ldelite Sheet: 0.07" min. lhk, with yield strenGth Fy(min.)-6,000 s Core d.< " Polyurethone foam core, withl.9 lbs. density by BAS - P 1 n r i n: The panel skin is constructed from a 0.095" thk. sheet ma ng compou SMC). The interior cavity is filled with 1.9 lbs. density 6ASF nret'ane foam. The panel laceesheets are glued to the wood still and raafts. latch and hinge stiles ore LA or LSL The latch stile rhich a 4.03 X 1.4Tisthelatchreinforcement. The top and bottom rot are of a wood composte material. In the double door application the inactive door is fitted with on extruded aluminum astroWl of 6060-T6 alloy. - - Fr m nstr c i m The frame is constructed from finger jointed pme measun 4. wide x I." thick. The header is joined to the side jambs ith (3 18. x 2.5" Philips Fil1QQt Head. Screws. TILe threshold is joined to a side jambs with (2) tl . i"crown x 1 long stoples of each side. The mullions ore secured together in a sidelite oppficotlon using /8 2" long Pf}1 Wood Screws (6) screws pq each mylGon. The units uses anfrttwingSaddlethresholdmeasuring5.75- x 1.548 . Glazi SMC Li Ule - OA size is 27.5" wide x 50.19" high secured w x 7.75 Phillips Pon Head Screws` The frame are sealed with silicone j caulking (Dow 795) to Sidelite panel and to the glass. SideGte Glazing: SMC Lip Lite with the yield strength Fy(min.)= 5,200 psi & TMC Up Ute with the yielif ngth Fy(min.)- 4,674 psi - CIA size is 9.55' ride x 65.85" wide secured r/(16 8 x 1.75" Phillips Pan Head Screws. The frame are sealed with silicone caulking (Dow 795) to sidelile panel and to the glass. Integral FlushGlazed - The Sidelite sash face panels are molded to receive the insulated Class. TheclassisattachedtothesmotefacesheetswithsrTiconeglazingcompound (Dow 795) F TABLE OF CONTENTS SHEET DESCRIPTION Ii, -r 37.5 MAX. _...{ 36" MAX. PANEL WIDTH a W 24.5 X a MAX. o J xD.L.O. TYP.) z a2 w = y r cr o J o X ffnXNr7bDo L a SINGLE INSWING UNIT Q 10 MAX- OVERALL FRAME WIDTH 36.6.625 MAX. 15.5" MAX. PANEL WIDTH FRAME WIDTHW/ASTRAGAL D T P - 13.9375" MAX. WIDTH y f f oZ 24.5" cy IFMAX. K o D.L.O. o TYP.) r J r OPTION It W/ SURFACE BOLTS J 74.5" MAX. OVLFeALL FKAML mUln 36.625' MAX. PANEL WIDTH W ASTRAGAL f J 24.5" O r MAX. D D.L.O. y J O X 0 1_1 1 1 - SEE DETAIL A" SHT.3 ALL MODELS 68.5" MAX. OVERALL WIDTH ARE VIEWED :4.5" FROM INTERIOR D.L.O. > hOURI F INSWING UNR OPTION II W/ SURFACE BOLTS nrr N n LIT S DESIGN PRESSURE RATING WHERE WATER INFILTRATION REOUIREMENT IS NOT NEEDED OPTION I W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION 11 WITH SURACE BOLTS & WINDJAMBER II ASTRAGAL 7D.0 PSF -70.0 PSF 7.125' MAX. D. L-O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEUTES) 15.5" MAX. FRAME WIDTH 13.93.75" MAX. WIDTH 7.125" MAX. D.LO. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LfTE TYP. FOR BOTH SIDELTES) r Z 9UI ING CONSUI.^.NTS. INa 813.684.3831 are 11/07/01 SCHr_ N. T. S. own:. er: WLN cHx. BY: RW awAwiNG NO.: S-2176 SHEET 1 a 9 w c UQ 2 N z Y o 1.68" MIN. - z PANEL THK, o: b O U M 2 o SEE GLAZING m i DETAILS _ SHEET 7) 48 wzaa 28 29 rr o O ` v o INT RIEXTERIOR N O 1 D 50 21 w \; mn:zNw z Z Y 1.68" MIN. PANEL THK. EXTERIOR-. r INTFRIO 2 VERTICAL CROSS SECTION 2 SIDELITE PANEL n lak j1i ,. < <. SEE NOTE 9 SHT.4 2.141 " ---{ 1.691" I --II n n m INSWING SIDELITE 31 BOTTOM B007 0.09" EXTRUDED VINYL WALL N 0()wla. o x 0 z Owo F-00 W r` Lu a- E- U 3 JNN an m UO uO W UU UnmW4S mwN V UV BUILDING JNSULTANTS. INC 813. 684.3831 scxc NTS owc. Tn: WLN CHIC V: RW D— c N0_ S- 2176 s cu 2 of S BVLI b.0 w- 1v I J 1 BOTTOM (2) BOLTS J AT TOP & (2) AT BOTTOM N I F 1 I TI N 3 ® ASTRAGAL OPTION 1) z= 1 ~ 7 JCoW 43 IR a a 11 Off° 0Q e o 0 INTERIQ g5 o Z Y 4 37 33 51J29r9 6 J 9 10 w o w 34 w 'l0 an - a 2 RI rpoqz rFQ'TION 3 0 MULLION CDz N Sat; wovLn T RIOR INT RIOR 1.15- MIN. z j EMB. N O c 25" MAX. SHIM O O ap 215- MIN. C-SINK tL O n O Z O nFXTERIQUnman ZY Lj- 43 ~ F-01)o 3ZE c9w 1 49 Q na a O 4 0 0 60363SEENOTEt59SHT.435346INTRIORI17 En HORI ONTA R S TI NaSIDEUTETOBUCK THE SIDELITE CROSS SECTION D AI A CONSULTNrtS. TT OPTION II SURFACE B LTS) 813.884.3831 NOTE DATE: 11/7/01 ff.4 i sc-LL NTS l; WLN S 2178 srm 3 or ` EXTEI 25" MAX. SHIM SPACE 1 rn38 c3z N O w vw FXTFRIOR 17 I .15" MIN. 1 H RI rpnqq ;FCTION C-SINK 4 LATCH JAMB TO BUCK, v.., .. 1.15 MIN. EMBED. NOTES: 1, THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THEINSULATEDGLASS. THE GLASS IS ATTACHED TO THE SIDELTTE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 16 x I- PANHEAD SCREW ATTACHING THEASTRAGALTOTHEINACTIVEDOORISASFOLLOWS: FROM THE TOP DOWN 1", 3 5 18.25", 40.5", 59.25", 74.25 7625" & 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) J8 x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 18 x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. _ 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) #8 x 2 PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0 19.75 33.5 47.25", 61.0" & 74.75". THERE ARE (2) AT THE HEADER AT 4" IN FROM THEOUTSIDECORNERSOFTHEFRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A #8 x 2" SCREW SECURING THE MULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 18 x 2" SCREW, WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A 110 x 1 3/4" SCREW. 8. THE INSWING SIDELITE BOTTOM 600T WAS SECURED TO THE BOTTOM OF THE SIDELITE SASH WITH (3) J6 x 1.0" PHILIPS PAN HEAD WOOD SCREWS 2.0 FROM EACH END AND (1) IN THE CENTER. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318" COVE MOLDINGAROUNDPERIMETER. THE COVE MOLDING WAS SECURED USING 1" x 0.04" DIA WIRE BRADS AT 2" FROM EACH END A MAX. OF nil 0ir liNlr 2 H RI ONTA rPoqq qFrTIQN ' 15" MIN. 4 HINGE JAMB 70 BUCK, C.-SINK 1.15" MIN EMBED. STRIKE JAMB TO 25" MAX. SHIM SPACE 10 SEE NOTE 7 SHT. 4 F- IY N O co O cn000CL 2ZOn u) Ow0 I, ME W ko a 813.684.3831_ E N7So : WLN RW2vNa Lo 7ELITE - OFAvy SEE NOTE MANUFACTURER NA e SEE DETAIL F f `LJ A3' 6 3' 3" 0 6" 6" SEE NOT 1 —7T. 3• LLj63•3" 3' l—I 1 OWO < I 00 ZTYP. co _ TYP. - - SEE DETAIL - ° N = of 1= 3 SHT. 4 SEE NOTE 6 SHT. 4 F SHT. 5 EE E56T4 SEE DETAIL E". SHT. 5 TYP. v1 v o f CL 13 TYP. U va N 13 DETAXSGESHT. SHT TYP. SEE DETAIL ry capJ SEE DETAIL 13 SEE NOTE tn E' SHT. 5 oN m ¢ H" SHT. S D• 7YP. 4 SHT. 4 73 - TYP. oc. g Z SEE DETAIL C" C^ TYP. p" 1 v o 51 B ^ 51 51 P. G' SHT. 5 I (5TYP. I ul nw O z oVQZU' OJKa v in a TYP. II- I I TYP. 3" r i h- 3" 3 3 i- -i i-- 3 Lill 6" 6" 6• h- 3.. 3" 3" 6" 6" 6" SEE DETAIL " H" DRILL THROUGH FOR A 0. 357" BOLT DEEP DOUBLE DOOR W/SIDELITES ENOUGH OR A 2- 7 11 10 70 DETAIL " E" AI F ASTRAGAL STRIKE PLATE IP TD lr' Di ATV RFACE 1313 SURFACE 8OLT STRIKE PLATE ID DETAIL "G" i ATTACH THE STRIKE PLATE TO THE THRESHOLD W/2 # 10 z 2 1/2" PFH WOOD SCREWS DETAIL "H" ASTRAGAL THROW BOLTS AT THE THRESHOLD 12M E E NOTE io 4SHT. 4 I ,, UV eunnu+c VLTAHTS. iNC 813.684. 3831 ATE: 1 1/7/01 u.e N. T. S. WLN NK. BY: RW CR .c NO.: S-2178 sir 5 a 9 n N 1n O J r dv) SEE DETAI E" SHT. TYR SEE DETAIL T" 6- 3" I 6" 6" 6' I 3 r I 13 TYP. 13 TYR SEE DETAIL G" SHT. 5 13 I- SEE NOTE T.p 3 SHT. 4 SEE DETAIL F' SHT. 5 - o N pTCC 3" 6- U Ld u O W 3- 6b^ 3 3 i 3" O I I I I I I I I I co SEE NOTE SEE N07E LU CID M 3 SHT. 4 6 SHT. 4 1nUrnto UwZ N V z0 O _ _ o 13 - SEE DETAIL L. SEE DETAIL TYp, n J" E" SHT. 5 v 5 H" SHT. 5 ' TYP. " v@1 a o J" — — 13 — u vn W U- SEE DETAIL K^ SEE NOTE "G" SHT. 5 51 51 51 _ 4 SHT. 4 — TYR 5151 TYP. "M" TYp. 3. jr6 F- 6"6" 166 3• SEE N07E 3. -.{ " 6" 51 4 SHT. 4 3' 6' TYR SEE DETAIL "H" ANGLE DOOR W/SIDELffES DOUBLE DOOR ® B 0 IY ® CENTRALJ` MAN(( CTR o B'- NC COITANS. INC 3 84 SCALL N. T.S. v T"-.` ' f! T1L t+1. .-+r"'r'"a 1vY - ST it i._ SikJ CHK. BY: RW DWH'iNG HO_ S-2175 6 o 9 0.5" GLASS BITE Y z SEE NOTE t THIS SHT. N 1/8" TEMPERED n g GLASS c o o ° 0 1/4" ALR SPACE o ° 1/8" TEMPERED GLASS 8 x 1 3/4" PPH 1/4" STEEL INTERCEPT SPACER 0625' THICK DOW 795 1/ " INSULATED TEMPERED GLASS GLAZING COMPOUND r1 AZINC 51 L SHOWN W CLASSIC CRAFT' TCM LITE FRAME SIDELITE ONLY) 0.5" GLASS Y Z SEE NOTE 1 BITE 1/8" TEMPERED THIS SHT. GLASS 0 I ° ° D o o °o 0 3/4" A1R SPACE o ° 1/8" TEMPERED 8 x 1 3/4" PPH GLASS 3/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 GLAZING COMPOUND 0.5" GLASS BITE SEE NOTE 1 THIS SHT. o o o 8 x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 GLAZING COMPOUND 1/8" TEMPERED 41/ GLASS 3/4" AIR SPACE 8" TEMPERED z = GLASS o N 1" INSULATED TEMPERED GLASS g GLAZING DETAIL SHOWN W/ CLASSIC CRAFT" 5MC I ITE FRAME REQUIRED FOR DOOR PANELS) 0625" THICK DOW 795 0.5" GLASS BITE GLAZING COMPOUND 1-/8" TEMPERED GLASS O LO 0 O O Q O OQ 1/2" AIR SPACE Q OOOO 1/8" TEMPERED GLASS SEE NOTE 3 n THIS SHT. g INSULATED TEMPERED GLd`i5 GLAZING DETAIL SHOWN W/ 1/2" STEEL INTERCEPT SPACER CLASSIC CRAFT" INTEGRAL GLAZING 1" INSULATED TEMPERED MASS GLAZING DETAIL SHOWN W/ CLASSIC CRAFT" TCM LITE FRAME SIDELITE ONLY) 1. THE 27.5' x 50.19" DOOR LITE IS SECURED WITH (16) #8 X" 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0", 13.75 AND 24.5" FROM THE LEFT SIDE. THE SIDE STILE ANCHORS WERE LOCATED AT 3.0", 13.25". 23,625" 33.875" AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x"1,75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5". 16.5". 27.5" 38.375", 49.375" AND 60.375". 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. SIDELITE ONLY) MANTITFACUR UJ Cl N O co DOOLnd02 CCo z (D U-) LL' J ohoO Q Q o W co V VV BUILDING CONSULTANTS. INC 813. 684.3831 AT(, 11 /7/01 scuE NTS WGa er: WLN CHI ar: RW O- INC NO.: S- 2176 r . 7 ci 9 0 w 4.03 O v1 L 3 CC LATCH SIDE SDI[ 3 RED CORE MATERIAL LVL OR LSL OAK CAP Li F-- 1.077" --j t 1 1.54" SiDFIIT TOP & BOTTOM RAILTOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE nm I 1 CC BOTTOM RAIL 50 WOOD COMPOSITE r-- 1.077" —• 4--- 1.54" SIDEL E BLANK SIDE STII 36 FINGER JOINTED PONDEROSA PINE CC TOP RAIL OWOODCOMPOSITE 5.75' h: co 1 39" RED .{ OAK CAP I N ^ 4 1.46" CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, EWOTTII, TAEDA OR SUGARPINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. . DIM. VARIESnW/GLASS THK. K40 x 1.79" PT THREAD SCREW, MAJOR DVA 4.Omm 4.565" n T1 Z =---7 0 2 35 38 WOOD FRAME aBOM 920" O OI 0 14 v? i INSWING DOO_TTTVINYL .080" MAX. WALL, .035" MIN. WALL 28 SMC LITE FRAME 1.375" 18-10 x 1 112" o t PPH PLASCREW 9 LII 1 DIM. VARIES CENTRALnnryW/GLASS 7HK. L 1 M UFcri 71- rv- J o_>_ N O cp O( n co Q. CCO n O W O ow — CD 3Q00 ZE Wco a 813. 684.3831 owc. e : WLN RW SFIF ADJUSTING SADDLE THRESHOLD 27 it IMINUM/ VINYL 045 WALL ALUM. a6 TCM LITE FRAME MAST E =i # 5- 2178 080 7HK WAI I VINYL TYP. ® sNm 8 or Ltcm N M 1 ERMA TRU with field siren th F min. =6 00 si FIBERGLASS 2 3 CC O7( BLOCK Pfl LW OR t W 1.47' x 4.03 4 CC 1R11 OR k Ow 1.46' r IA7 STE L56X1PHILIPSPANHEADSCREW6 POLYURETHANE FOAM BASF, 1.9,bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERIli A-TRUFOAM 8 LONG REACH COMPRESSION WEATHERSTRIP ERUA-TRU FOAM 9 4 x 4 HINGE .097 THK. THEIR -TRU STEEL 10 10 x 3 4 LG. PFH WOOD SCREW Hin a to Frame STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2 LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 INSWING DOOR BOTTOM SWEEP VINYL 15 2x OUTER WOOD TEST BUCK WOOD 16 2X INNER WOOD TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 20 NOT USED HEADER 4. 565" x 1.17' THERMA-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD WOOD ALI N 22 HINGE JAMB 4.565" x 1.17 THERAIA-TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL LUM. 6060-T 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 27 NOT USED 8 x 1" LG. PANHEAD SHEET METAL SCREW SMCL 28 PLASTIC UP LITE E. MC, iHf:l -TRU with eld stre th F mm. = 6,200 Dsi 29 40 x 1 SCREW, KkIll LAk4.V FOR IFFY I Z61 STEEL 30 NOT USED 31 INSWING SIDELITE BOTTOM BOOT VINYL 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 x 0.04 DIRE WIRE BADSSTEEL WOOD 8" COVEMOLDINGNKJAMB 4.565 x 1.17 THER94-TRU, PONDEROSA PINE WOOD EL fE SIDE S ILF -1RU 153i x .& PONDEROS4 PINE WOOD 10 x134" LG. PFH WOOD SCREW TEEL TCH J4t1B 4.565' x 1.17" -TFdI PONDEROSA yy00D OT USED ALUM. UCONE CAULK SILICONE OT USEDEllfE V 4TOPA BOTTM RAW lld1. 1S4 x WOOD 6 x 2 LG. PFH WOOD SCREW STEEL 76" SEX BOLT STEEL ES 454 8" SURFACE BOLT STEEL LASTIC UP LITE FRAME TCU, THERMA-TRU TCM ith 'eid stre fh F min. = 4674 si 8 X 1-3 4 PPH SCREW FOR ITEM 28 k 46 STEEL GLAZING, 1 INSULATED TEMPERED GLASSGLAZING. 3 4INSULATEDTEMPEREDGLASSGLASSa49CCBOTFOMRAIL (IM' x .883' TNERH4-TRI1 WOOO C01APOSUE) WOOD COMPOSITE3 16 TAPCONANCHORINGELCO. 1.75 WN. LG. STEEL ASTRAGAL RETAINER BOLT N MATERIAL: C/ R ROD ZINC YELLOW CHROMATE 3" N rn NO-• 1 I--- .1 79 ". ONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET N 1. 158" N TT/ DRILL TRU FOR A #8 PFH WOO DRILL TRU FOR rn SCREW 2PLCS 357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE ( 35" COMPRESSION WEATHERSTRIP BY THERMA- TRU 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET T— FLORA •- 4-e'&„ z CENTRAL N MAC AC R. N N 4I _' F' 1. 767" -i r XE WINDJAMBER II WR68T 24 ASTRAGAL (ALUMINUM 052" WALL TYP.) w MALDINC CONSVlTAl INC 813.684. 38.71 AT61117101 wi NTS owe. Itt: WLN C K. eY: R W aruwn+c wo.: S-2176 M 9 Or 9 Page 1 of 1 daphne From: "Matt Smurr" <msmurr@MorrisonHomes.Com> To: <daphneclarkinc@cfl.rr.com>; "Duane Shackelford" < D Shackelford @Morrison Homes. Com> Cc: "Tony Moore" <AMoore@MorrisonHomes.Com> Sent: Wednesday, March 10, 2004 10:40 AM Subject: Camden/ Keenes Point zoning & engineering HOLD URGENT!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! IMMEDIATE ACTION NEEDS TO BE TAKEN / MODELS INVOLVED PLAT BOOK 56 PAGE 103-106 RECORDED 3-9-2004 someone needs to go down to county at 201 S. ROSLAND AVE DOWNTOWN ORLANDO an sit down to have holds released ! ! ! ! ! ! ! 808 B03-013478 Model 3026B Right 11237 Camden Park Drive Dorchester 809 B03-013528 Model 3481A Left 11243 Camden Park Drive Wentworth 812 B03-01.3715 Spec 3026A Left 11325 North Camden Commons Drive Dorchester 813 B03-013720 Spec 2831 Left 11331 North Camden Commons Drive Buckingham 834 B03-013359 Spec 3481 Left 11321 Camden Park Drive Wentworth THANKS MATT 3/10/2004