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HomeMy WebLinkAbout235 Venetian Bay Cir (2)tic T ADDRESS (0006 CONTRACTOR Morrison Homes ADDRESS 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR b r1e, 0n• • Q SUBDIVISION' pAft An10 66 PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # 0 - J-3 / DATE /,/C PERMIT DESCRIPTION S / i PERMIT VALUATION f °7 c) SQUARE FOOTAGE City of Sanford Certificate of Occupancy This is to certify that the building located at 235 Venetian Bay C for which permit number 04-2371 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 Building: Bill Oden Engineering: A. VanGaale Public Works: G. Larue Utilities: R. Blake Fire Department: Zoning: Morrison Homes Property Owner Date 12/07/ 04 12/08/04 12/08/04 12/08/04 Conditions (if blank, no conditions apply) Q1 `Y- - 12/ 09/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION f Al( NEW SINGLE FAMILY RESIDENCE DATE. 12/06/04 PERMIT #: 04-2371 ADDRESS: 235 Venetian Bay Circle CONTRACTOR: PHONE #: Morrison Chris B. 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. ngineering ' _ OFire Public Works Utilities Zoning 0 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 12/06/04 04-2371 235 Venetian Bay Circle Morrison Chris B. 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. 7eDEneringWorks Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) NEW SINGLE FAMILY RESIDENC DATE: 12/06/04 PERMIT #: '' 04-2371 s-.4 ,. CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE i DATE: 12/06/04 f PERMIT #: 04-2371 ADDRESS: 235 Venetian Bay CircleCa sue,,- CONTRACTOR: Morrison f^ PHONE #: Chris B. 407-948-4893 Cr 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 Pub ' Works tiliti Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1i001 CITY OF SANFORD Address Misc. Information Inquiry 12/08/04 10:21:50 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. t 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240755 23.19.30.502-0000-0860 235 VENETIAN BAY CIR Free -form information LOT 86 ************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2371 PD 6-30-04 SEE REC #6972 3/4"WA METER SET FEE $190.00 PD 6-30-04 REC#6972 FZr,Address F3=Pxit F5=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 8, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 86 Venetian Bay, 235 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 235 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 86, "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. 2 Darae L. Przemieniecki , P.S.M 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 Nopcy Numper MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 235 VENETIAN BAY CIRCLE CITY STATE ZIP CODE - SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 86 "VENETIAN BAY" PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) __....... RESIDENTIAL - — LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 67. FIRM PANEL B9. BASE FLOOD ELEVATION(S) .. NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in t3V. FIS Profile FIRM Community Determined ® Other (Describe): Development EngineeringPlanlans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 15. 4 ft.(m) wob) Top of next higher floor NA. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o 0 o d) Attached garage (top of slab) 15. 1 k(m)E LU o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14. 6 ft.(m) AC Service E o f) Lowest adjacent (finished) grade (LAG) 14. 5 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 14. 8 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) FI. rofessional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret.the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS 769 Douglas Avenue CITY Altamonte Springs DATE i . 12-08-04 STATE ZIP CODE _....... FL 32714 - - TELEPHONE -- _- - 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation Replaces all previous editions ' "' IMPORTANT: In these spaces, copy the corresponding information from Section A. For insurance Company use: j BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number e 235 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. -• -- i 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. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately _.._.... represents the building, provide a sketch or photograph.) ..... E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use - natural grade, if available). _ ......_........ E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent. grade. Complete items C3.h and C3.i on front of form. — •• E4. The top of the platform of machinery and/or equipment servicing the building is _ ft,(m) _in,(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). i E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ---• Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. - PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments _...... SECTION G - COMMUNITY INFORMATION (OPTIONAL) ...... The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation" Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state -•—.- or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) .;;:: G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone A0. -- G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED - G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _.._.... LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS DATE FEMA Form 81-31, January 2003 Check here if attachments Replaces all previous editions-- •-- --- e ssochaes ne. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING L I N 89°59.43"E L 2 S 89°59'43"W LOT 74 IS 11 LOT 85 O O 0 O O Ei LOT 73 LI LOT 86 0 - B- GRADING 5.500 SO. FT. 24.7 o COV. PORCH N NoL 1979 YORKSHIRE -A 6 B- SINGLE FAMILY RESIDENCE o lN. FL. ELEV: 15.4 r; o 239. 00 ' 4 0.7 0.3' O O Ln N CIL EL I J. P.c.P. N 89°59'43 E—+574. 00' REFERENCED BEARING 6.0 o 0 12.7' 0 r` DISTANCE 50.00' 50. 00 LOT 72 I Wz LOT 87. 1. w w Qw O> O~ O _J O O N o 0.4' P. c. P. CITY OF SANFORD CIL VENETIAN BAY CIRCLE ADDRESS: 235 VENETIAN BAY CIRCLE (50 ' R/W) TRACT "F" PRIVATE ROADWAY LEGAL DESCRIPTION Lot 86. " V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X: occording to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood Insurance Rote Maps provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location can only be determined by on elevation study.. We assume no responsibility for actual flooding conditions concerning this parcel. General Notes: ,1H1 o o )nnA SETBACKS: Front 25 Rear 20 Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon ore referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43 W. Vertical datum Is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. 1. This is a BOUNDARY Survey performed in the field on Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline 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 CalculatedCB lemporary Benchmark shown hereon. CD Chord Bearing 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. Finished Floor Elevation 8. Copies of this Survey may be made for the original transaction only. I.P. I.R. Iron Pipe 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 Mea Measured cO 2004 Herx & Assocrados"Inb; All'fiyhls reserved N/D(N&D) Nail and DiskN.R. Not Radial O/S Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature - PCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page P.R.M. Permanent Reference Monument P/L Property Line - P.O.B. Point of Beginning P.O.C. Point of Commencement P.I. Point of Intersection PRC. Point of Reverse Curvature PT. Point or Tangency R Radius RAD Radial Line RES. Residence - R/W Right -of -Way TBM Temporary Benchmark TYP. Typical - Fence symbol (see drawing)-- X—X- Fence symbol (see drawing) Certification: Not valid wvhhaut the'dlgratura and 6m;original raised seal of. Florida Ilcensed Sviveyor aril/ fjlapper', ' -"' .I Dr a. n b y : CMThissurveymeetstheeouu®meets of the "-lorida Minimum Technical Checked by : DPeStandardsascontainedin'Chapter 61G i 7 6 Floriva Ad nirirstrative Code. Prepared For: MORR I SONCERTIFIEDTO: 7 7 /r BRIAN R. 6 MICHELLE L. WRIGHT Job Number: 02-017-02 C' COUNTRY WIDE Scale : 1-• 30' GE n/ UNIVERSAL LAND TITLE. INC. Plot plan performed: OS_03.04WilliamA. He rx,'P.L:S.F164daR istered-Land SurveynrNo. 31 2 FIRST AMERICAN TITLE INSURANCE CO. Foundation Survey: 07 22 04 Darae L. Przemienieckl, P.S.M. Registered Surveyor and Mapper No. 6030 F i n o I Survey: 12 - 01 - 04 William R. Herx, P,S.M.,Registered Surveyor and AftNo. 6092 Re v i s i o n s Herx & Associates Inc., State of Florida LB 4P37 s SAT RAVW0 Pt=e CAI il V U. i3?t3f$' t t'i#. "t?, 1/yli a3 f +dYTI. ` i(/ - _ _ • l'eY ail, T~' t: ?~zliic?it! .Pt'. s• ' h2lA 3ta11 k) ey /A ararl I.. fit cta i 1, i e Se itz— of Ak.2F r Idiea© It 31v i 2zigo of :r 6 F'._. Ate lay is t! Residential ' ,— iydil Itice id za:l Rlvphlewr3i i lge\w eats;; foasa PLUMbi#+g/ New Commercial, t,' of pi ttat;.es V' ofWales A 5eve? Uoek Cw Uii?s PlughbI000Y RCSIdcaltisnl: # of 'iWAt Closcis 091F _ c ccar ial o'C it Ertl Ci capatacry Type: %cstderltial Conn ?-cial liiciaise ill t i t re z:: Conrtrillctio _ n' r of 2edrlga: r of Dwelling It4iq; iritesd 'e> f' ` ( FEMI A form; reE€0r-e4 f(>t (rtUc l (:kz2 n; Parcel #: hida f of €S3araers9ri Lsga& Uueserepes rs} 0oners lblatrte Address: Contractor name && Address: =.,A R Ate ATMiv k AM ('111kTii1F - - - Q 1 c01l Fi,Ri F Fi R'i<+'it 4'i T I't 1 ata i tee9ise ur+oer R Phone &_ Fax: j. fit? Tyih RV Ti'i !)t?Fpo ---+r .r uitrarxf a7Xi %fit f!t' ( + ?e. 1 PP Ole`t iBonding Company. Address' Prlortgage Lender: Address:- ArchitecUEngineer; Phone: Application is hereby rtad€ to obtain a p ri t to do the -work and installations: as indicated. I certify chat no work a installs ion has eonm',enced' prior to the tsuanceofape,- snit and ilia; all work will bs pe-iforamd to mi eet stardards of all laws reEei19614 cois -t adon in this jurisdiction. Lunde and that a €erpara& permit mustbe securtid for ELECTRICAL WORY., PLLTIAHING, SIGNS, KNELLS; POOLS, FUWt LC_Ipc, BOILERS, 14EAT) RS, TPaNKS', and AIR CONDITIONERS, etc. 0)"ER' 5,AFFiDAVI T : 1 [ errai5j that all of the foregoing infoEmtion is pccumte and tha" allwork V i11 Cs done in Compliance with ail applica li i %w:: i t f :tJ.ling consG fiction adZoning, VvAFc7 irtiiCx TOOW, tR: YOUP. FAIL1jRE TO !ZF C0 A ILO T iCE CIF CCiVIIHE'` E iEj-1 T I A'I M ULT J) t `f Ci l rl < J i l D-IG TWICE FOF. IiVIPROVEIdlEidTS TO YOUR PROPERTY. LP YOiJ Tit l r_j. To OBTA J FIWAT..K G, C i"iS T Wl1 H OL LEtiIDiR Ok Aj t ATTORNEY BEFORE RECOPJiNG :'OUP. NOTICE OF COMMENCEMENT. / %" NOTICE: Li addition to the requirements of this , , it, there dray be additional restrictions appii this county, and there may be additional is required front other governmental entiti;i re suc as Acceptance of permit is verification that 1 N611 notify the ovmer of the property of the rments Signature of Owner/ Agent Ynnt Uwner/Agent' s Name Signature of Notary - State of Florida Owner/Agent is _ Personall, Known tome or ProducedID Date le to thisop p Tf that -I'm ;- o nod in public, records of/ eva;er, entdisGnc sta agencir,; of fr.dr-:,-41 agdricics. ten=La -3: 2 Z004 r. o &tor/ Agent Date: ERT G. DELLO RUSSO Print n&a b01 sen . Name Date Signature of )go ry- S+ of Flo Contractor/Ace-.::s ersona1,v ¢ Produce, APPLICAI ION APPROVED BY: Bldg; GL'b `"I I a'a104Loning:. nitial & Date) (Initial & Date) (Initial K Da)e) tiocct5lt unditions; LAOSERT V. NEVILLE MY COMMISSION # DD 212879 EXPIRES: June 14, 2007, Bonded Thru Notary Public Underwriters F D' h siia D STATEMENT NUMBER 104-76190 . .... .... BUILDING PERMIT U Y) CO BER: __________ UNIT ADDRESS: .............- ______________________ TRAFFIC ZONE: JURISDICTION: R G PARCEL OWNER N E: ADDRESS: - x ''-==--^==--^--^' APPLICANT NAME: _ ?Z.!47n ____________________-_- ADDRESSn LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction itdl $ 54 OO 1 $ 54 LIBRARY CO -WIDE O w unit 00 . ^ SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: SIGNATURE: ___ -... .... .... --............... ............. ORINT NAME) DATEn NOTE. TO TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND 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 BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TOAPPEAL THE C' CULATIONS 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 DEPARTMENT 300 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 NOTICE. THIS STATEMENT IS VALID ONLY' IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION Permit #: 0 t) r 1 Job Address: a l lC V t;. rt1 . -i Description of Work: L-` Historic District: Date: 14 Su VL1- 41 _ Zoning: Value of Work: S Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ X Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Caic. 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) ra mien Parcel #: Owners Ck Contractor Name & Address: Phone & Faxes Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach `Proof of Ownership & Legal Description) CL\kc1Lc-.,, U C a Phony f 1—i CP —1 - ( %7 cJ - Ce ri Gtr A t/ e State License Number: C DO C) IS 14-"> Contact Person: YYt t Phone: ; TD-- ()r)-S ,)hn iQ Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. r Signature of Owner/Agent Date ;signature of Contra o Ag Date Print Owner/Agent's Name P ' t C n or/Agent's Name Signature of Notary -State of Florida Date Si re of Notary -State of Florida Owner/Agent is T Personally Known to Me or Contractor/Agent is Zpe.nally Known to Me or Produced ID Produced ID Jennifer Almodovar My CornrnWIon DD27M Explms December 07 2W APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (initial & Date) (initial & Date) Special Conditions: 2-03-20d 12:591"M FROM v l CITY OF SANFORD PE"trr APPLICATION Permit # : Q f ` Date: Job Addrtss: _2 31 5'-----'- m f Description of Worlc f-DIA (On ' M historic District: Zoning: Value of Work: f O Permit Type: B1111ding Elisc.trical Mechanical Plumbing _-L Fire Sptinkler/Alarm Pool Electrical: New StMcc — # of AMPS Addifion/Alteration Change of Savice Tempomuy Pole Mechanical: Residaniia) Non-Resideniia] Rcplatxr aht NcW (Duct Layout dt PnffV (.b1a Roquirod) Plumbing/ New Commerrlal: # of Fixtures ' # of Water da Sewcr Lincs# ofGaa Lines Plumbing/New Residential: # of Water Closets 7a, Plumbing Repair — Residential or Commercial Occupancy 'type: Residctltial _L_ Commercial Industrial Total Square Footage: Construction Type; # of Stories: # o(DwtWng Uniu: Flood Zout: (FEMA form roquievil for other than X) Parcel M: Owner$ Name & Add....: Contractor Name di Addresa: Pltont & Fax: 1 Bonding Company-• _ Address: Morttage (.ender: _ Address: Archltect/Englnter: _ Addrtis: Attach Proof of Ownenhlp 4 Legal Deac lpdoq) Statc 1Jcantt Numbcr: (.- 1 L O 0 - b l Phone: Fax: Application is hereby shade to obtain a Pclm" to do the work nod inttallatioru as indicatod. I certify that no work or installation has colt meneed prior to theiituancoofapermirandthatallworstwillbeperformedtomeetMadar'da of all laws regulating oonstmctioo is this jurWictloa I wtdorstand that a separ4cPermitmustbc.itcurod for BLECTRICAL WORK. PLUMBINO, SIGNS. WULLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing Infornurion is accurate and that all wotle will be done in eompliaooc will, all app I le laws. regulatingoonsgructionandzoning. WARNING TO GWNBR: YOUR FAILURE TO RECORD A NOTICE OF COMMENCBMENT MAY RESULT IN YOUR PAYING TWICE FOR (MPROVBM6NTS TO YOUR PROPBRTY. IF YOU INTEND TOOBTAFN FINANCING, OONSULT WIT)[ YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NQUCF: In addition to the requirement$ of this pertnit, shoe may be additional restridioas applicable to this pfN)crty that rMy be fount in the public tncutds of rmthiscounty, and thcro may be additional peits roquitod from other goverametual ensures such as waur management diatriM itatc agutcits, or federal conli & Cgrweid. Attepranca of permit Ia vaificalion Uat I_will notify the owner OfdjP'PrOF&ty pf the requirements of Florida Lien Low, IS 713. S ill-' Ogent Date Signature of Contractor/AgcntSi0 Pri"t 'i er/Agent's Name Print Contracmf/AQtnt'u Name A I n e A /2 _ /l Da La Wic Signature of Noury-State of Florida Date DEBBIE Bi NITON MY COlvikil'c3SION 0 DD 188491 r _2CPFR£s ni14) tl(ifl0yr Ai o241i7tr Contractor/Agent is v Persunally Known to Me or V-- _ Produced ID APPLICATION APPROVED 8Y: Bldg: Zoning:. Uttlitics: pD Initial & Dare) (initial A Date) (Initial dr Dane initial Qr Date) Spocial Conditions: i Permit # :_ Job Address: s. Description of Work: 1VL;EV !%!IIVI I t f-f I u v Historic District: Zoning: Value of Work: $ /{ WQ - • Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: .2-S 69 s A Construction Type: GM U, # of Stories: , # of Dwelling Units: Flood Zone: X_ (FEMA form required, for other than X) 0 Parcel #: Z.3 Owners Name & Address: Name & Phone & Fax: (r4/U 1 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: a2 0000 `y b(,e 0 (Attach Proof of Ownership & Legal Description) / Q/ fi// (.ft/V/J L i L / J / Phone: &f(l / D 6 7 M)WA f ,//`10KClSo C1 tfOlYl"S f/i/ Staatt`eI License Number: G .3.1 (.J iLii FOSS wM73v9Persg% A,/4 A P,—Phone'. 07),2 7 740 Application is hereby made to obtain a permit to do the work and nstAjjations m issuance of a permit and that all work will be performed to.meet 4an'dards of a I permit must be secured for ELECTRICAL WORK, PLUMBING„SIGNS, W L , AIR CONDITIONERS, etc. F , Phone: rk or install'at'bn has commenced prior to the this jurisdic-ggn. I understand that a separate 1LERS, Hl k ERS, 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 construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIG; OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance o it is verifcation that I will notify the owner the property of the require of Florida Lien Law, FS 713. 8 Signature of Owner/Agent a Signature o ontractodAQent at o f, N . g Print Owner/Agent' Print Contrac me G 1 L Zcu 6el U ° ° LU ¢ SignatureofNotary- StateofFlori a Signature of Notary- tate of Florida D e y` G * `o w m o Owner/Agent is Y Personally Known to Me or Contractor/Agent is, Personally Known to Me or Produced ID NA — Produced ID N/4 r APRLKATION APPROVED BY: Bldg: Zoning: Utilities: ED: Initial & Date) (initial & Date) (Initial & Date) (Initial & Date) Special Conditions: rr. conk 4:j r- Permit Number: MARYANNE NJRSE, G'l_ERK OF CIRCUIT 03URT SEMINULE C(MTY BK Q1531 1 F G 01 G` CLERK'S # 2004077573 RKORDED 05/ 18/2kA 0S, 3008 FN RKANDING FEE_8 6.0 K1,1)RDED BY L McKinley Prepared By Daphne Clark CERTMED COPY and P.O.Box 784283 Return To: Winter Garden FL 34778-4283 C 11RK OFF: F T COffftY.ItK OF GlRCt14T 1:'0, iR'11 Ji11VT NOTICE OF COMMENCEMENT. r7h) I State of Florida. County of Seminole. MAY t8 2004 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address f/ C e ,Sanford, FL 2. G`'eneral description of improvements New single family residence 3. Owner information : Name Morrison Homes Address 151 South Mall 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 r" )t K— SAYW1 Address 151 South Hall Lane. Suite 200 Maitland FL 3275.1-7172 Tel Number (407) 629-0677 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida -designated -by the Owner upon whom notices or other.documents.may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement : One year from the date of record' Date Signed: Signature of Owner's Agent, PtK Ki%'t UiJ Sworn to and subscribed be ore me this by Maria Lisa Steiner, who is personally known to me. oata rUa4c D.A.CLAF MY COMMISSION # DD 214811 Signature of Notary: . Notary Seal: * * EXPIRES: June 27, 2007 r TEpplla, Bonded lhtuBUdptNOWY84MON e x 8s®ciates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L 1 N 89°59'43"E 50.00' L 2 S 89°59'43-W 50.00' LOT 74 LOT 73 LOT 72 LI LOT 86 0 -B- GRADING 0 5.500 SO. FT. 24.7' o COV. O PORCH O O 15.3' O O O 1979 YORKSHIRE 'A 6 8- SINGLE FAMILY RESIDENCE a IN. FL, ELEV. I5 2 LOT 85 3 v; o wz LOT 87 t\ 10 t\ W h O 0'D 0.0'W40, W O } O O~ a O 6.0'o O O o 12.7 O = z 21.3 o o 239.00' L2 0 0 N :I . LANS REVIEWED P.C.P. N 89° 59 43 "E4574. 00' REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50' R/W) TRACT "F" PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION.' Lot 86. " 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 Rote Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) SETBACKS: Max Coverage - 64 Front 25' Reor 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 56 Minimum Lot Width 50' LOT -SO. FT. IMPERVIOUS AREA - 3.076 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering, hc. Job Number 2001. General Notes: Legend p p n This is a BOUNDARY Survey performed in the field on i / O / O S E D. Temporary Benchmark O/S1. 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum O.R.B. onset O.R PB Plat Official Records Book Plat Book subsurface/aerial encroachments, if any, were located. BOW Back of sidewalk PC Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. C- d Centerline Central or (Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, i/ any, are assumed and were obtained from approvedYPP CALC Calculated P.C.P. Permanent Control Point Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing PG. P.R.M. Page Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord PfL Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement way of record whether depicted or not on this document. No search of theRights -of -way EL. FD. Elevation (Measured) Found P.I.Point of Intersection Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation P. PT Point of Reverse Curvature Point of Tangency6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RED Radial e Denotes Y2"iron rod with yellow plastic cap marked LB4937 or LS3182, orYPP L Arc Length RES. ncResidence iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. LB Licensed Business R/W Right -of -Way O Denotes P.C.P. (Permanent control point) LS. Mea Land Surveyor Measured TBM Temporary Benchmark Denotes Permanent Reference Monument N/D(NBD) Na11 and Disk TYP. Typical 2003 Herx &Associates Inc. All rights reserved N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not! n' ure and the original raised seat of a Florida licenapper Drawn by: CM This survey meetsf the Flor' Minimum Technical Checked b y : OP ds as contG 17-6 FI Ida Administrative C e. P r e p o r e d For: MORR I SONSketchofLegolDescriptionJobNumber: 02-017-02 This is not a Survey Scale : 1'- 30' William A. Henn, P.L.S. Florida Registered L d Surveyor No. 3182 Plot pion p e r r o r m e d : 05 - 03 - 04 Darae L. Przemlenleckl, P.S.M. Registered rveyor and Mapper No. 6030 Foundation Survey: William R. Herx, P. S.M. Registered Surve and Mapper No. 6092 Final Survey Herx 6 Associates Inc., State of Florida LB 4937 R e v i i o n r t! 5 -1 -//00 I HEREBY NAME AND .APPOINT: EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER : SUBDIVISION: 61 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. # CRCI327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was ackn wledged before me this DATE: BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. Mtwv-"1010vlffl-'20e, M/ - 04-14, "m GNAIURE OF NOTARY: O11v. LAURA K. HOBSON Y N NOTARY SEAL.aVprn Commission # DD0143651 E Expires 8/20/2006 3 ?an Bonded through L (800.432-4254) Florida Notary Assn., Inc. o....a....... aa..............................•....•.. L_. Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARC.E... PARCEL DETAIL r ticmuti lr l'rruntr ppmjwr ices i lilt K. NIr%# tf, Naahird f 1. J:771 487-61.r 7? lli, GENERAL Parcel Id: 23-19-30-502-0000-0860 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 235 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL t < Back y 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: 0 Depreciated EXFT Value: 0 Land Value (Market): 26,000 Land Value Ag: 0 JustiMarket Value: 26,000 Assessed Value (SOH): 26,000 Exempt Value: 0 Taxable Value: 26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vaclimp 2003 Taxable Value: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 86 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next years property tax will be based on Just/Market value. 1 of 1 5/13/2004 5:51 PM G F Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1979B Address 1 VENETIAN BAY Address 2 LOT 86 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TP/ 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 Building Supply a ll,aonapony ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APgPKA BLVD. APOPKA, L 32703 407 2 1522 FAx: 407_ t 99-9153 Engineer of Record ROBERT MONTH OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal . ' t : 5-May-04 Truss En eer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.4- 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings Truss ID: R1 R3 R4- R5 R6 R7 R8 R9 R21 R22 R23 R24 2PLY R25 R26 R27 V1 V2 H1 H2 H3 E1 E2 E3 C1 C2 C3 C4 C5 28 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers ENTRY GOLIRAN A KNEEWALL a 5O' FL. HT. IST FLOOR PLATE HEIGHT UNLESS OTHERWISE NOTED William M. Ranieri, PE FL Lic. No. 42704 0' This placement plan shows the designation' and relative location of each truss component and is to be used in conjunction with the correspondingg truss designs. The Truss Engineer's responsibility relative to this structure consists solely of the design of the Individual trusses, truss - to -truss connections and does not include the design of any supporting structural elements. The building desig professional has final approval of the truss framing and/or truss placementplan. The des!gn of the temporary and permanent bracing, the diaphragm system, shear walls and Wuecluraf elements to resist lateral loads from wind and/or seismic activity is the responsibility of the building design professional. Additional app, roval by the building design professional shall indude, but not be limited to, design loading, lengths, profiles, pitches and depths. 120 j t, c7 j 9 3/16' HOLn rRu55Es V/ RAISED FEELS Il,' F PACK r ON DLOCl: f I/,. ON FRAME V/dLLS SMYTH UUMDEP GO. GOOF TPU55 DIVF510N 2722 50UTH AFOFKA DLVD. APOPKA, Fl,. 32703 407) 2qq - 1522 FAX ( 407) 2clq - ql5 3 Engineering Get-tificate Of Authorization # g21P NOTES: i) IT 5 TI-C MI-PER'5 F.ESFONSDLITY (0 VEFFY TRUSS FLA(El.9NR FLAN UP TRVY DE1,04 DRAWM5 AGANST FIELD COi• ITIGN5 AW DE-AIN IITENT. IKEFEZEFGE SECTION I41P AN. /TM W15) APFROVED NAhE (MINT) 5161ED DATE _--- —__---_-- 2) TRU55ES MUST NOT DE CUT OR ALTERED N ANY WAY WITHOUT FMOK AU'DiORIZArV.M DY ') f"TH TRUSS COJYANY. 3) TRVSSE5 THAT ARE CUT OP. ALTERED WITHOUT AUTHORIZATION WILL DE FEPAM. OF PEFLAC& AT OhTO.ERS EXPEN5E. 4) DAa-(A ARCES OF ANY KW WILL 140T DE CON VERE0 WITI-ICYfr FRIOP. FEVEW AND WRITTEN CONSENT DY 'MYTH TRUSS COifAIIY. DETAILS: I) P.EFER TO HD 9 (RECIUrUDATIGM FOP. HAWING, NSTALLATICN, AND TEWORAF. Y DKAGNG) REFER TO EWG UfREO DF.A'*J65 FOR FERMANENT DRAL4NG REOLPED 2) . ALL TRIJ5SE5 tYI. DIy TRU55ES LMEP VALLEY FP.AL*NG) ktf, T DE COiA'LETELY DECKED OR REFER TO VALLEY TRUSS PETALS FOP ALTERNATE DRACNG REOJR@+ENTS 3) ALL VALLEYS TO DE COI NENTR NALLY FRAHEO DY MUDEF. 4) NTEFIOP LOAO DEARHN WALLS HANGER LEGEND ALL ROOF TRUSS HSNWES TO DE w.VSON FU926 OR USP IY,ANT-SA(,) hDZ6 UFLE55 NOTED OTWM.1E. SIMPSON I USP KANT-SAG HUS26 OR THD26 HHUS26- 2 OR THD26-2 O - HHUS28-2 OR TH028-2 9)- HHUS48 OR THD48 IP - HGUS26-2 OR THDH26-2 q) - HGUS28.2 OR THDH28-2 HGUS28- 3 OR THOH28-3 D- SUUR210 OR SKH21OUR O - HGUS48 OR THDH48 9). THA422 OR MSH422 CC) - THAC422 OR MSH422IF y - HUC410 OR HD4101F O - 7-HJA26 OR HJC26 GONIKAGIOY-' MOFFIc-) ON HOf ,,IES oD 1q7q , D" ADDRESS: YOFKSHIF' E r- LIVIVO - LIVIVb K1) IM1J UWU VKLFAKtU rKUM LVMrUItK INl UI 1LVAUJ a UI ntiYal UiYZ.) DUUMIIItU DI 1KUJ3 Pir K. TOP CHORD 2x4 SP 2 JZO MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0.PSF, WIND WEBS 2x4.SP 3 BCDL=5.0 PSF. ROOF OVERHANG, SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6 JAV= - JAV= - JAU= 3X8(B1) m 3X8(B1) = 1-4-0 1-4-0 20-0-0 20-0-0 _) 40-0-0 Over 2 Supports R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD OTY:12 FL 1 - R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR .. SUITE 200, MADISO N, W[ 5?719). FOR SAFETY PRACTICES PRIOR TO ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDPE 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 wqI/ F C j••. C G it ND. 4Z704 T C L T C D BC DL L L 20.0 7: 10.0 Q P S F P S F PSF- R E F R 3 5 2-- 4 0 7 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125006 S L T E N G / WM R2722SOUTHAPOPKAHLVD. APOPKA, FL 32703 407-2931522 FAX: 407-299.9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO_e•.. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STA E OFS ' PfyR,•• Vspf ALt B C L TOT. L L D . 0.0 3 7.0 P S F P S F SE o N 26241 D U R . F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORQATION #9218 DRAWINGS-160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES SIG N AL ENGINEERING RE SPO NSIBIL ITV SO LELV FOR THE TRUSS CONPO NE HT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSI.TPL?1F01995NSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER VV fHr M a y 05 ' 0 3 SPACING 2 4. 0" J R E F 1 S 2 1 3 5 2_Z 0 3 Lly/gb - L1919b - KS) 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) Im I h1J UWU FKt PAR tU tHUM LUMPU I tK. 1 NFU I (LUAU) 6 UIMLNDIUNJ) DUUMIIItU UT IKUJJ MrK 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= 5X10= 5X6= 3X8 (Bl) m 1 4 0 1-4-0 y y I_ 19-0-0 _12 0 ° 1_ 19-0-0 _1 40-0-0 Over 2 Supports 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 REQUIRE EXTREME CARE IN FABRICATION,. HANDLING, SHIPPING, INSTALLING AND • R T C _L L 20.0 P S F R E F R 3 5 2-- 4 0 7 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRI00. TO JG'( IFIC,;q F T C D L 7. U P S F DATE 0 5/ 0 5/ 0 3PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` •• SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tt — ROOFTRUSSDIVISION ` IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No"42704 I BC DL 10.0 PSF DRW SLTUSR352 03125001 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN.: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. 8UILD THE TRUSSES IN CONFORMANCE WITH III: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND S i APOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL D.D PSF SLT-ENG /b1MR 407-299.1 522 SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S P. FAX: 407.299.9153 CONNECTORS ARE MADE OF 20GA ASTM 4653 GR40 GALV- STEEL, EXCEPT AS NOTED. APPLY CONNECTORTO nn 4O R10.•• TOT . L D,. 37.0 P S F S E O N - 26233 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING l/ 4 D U R . F A C 1.25 FROM R H REST ON S181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN: THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIUTION#9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - Mdy 05 '03 ANSI/ TPI 1-1995 SECTION 2. - SPACING 24. (' aR E F - 1 S 2 I 3 5 2_Z 0 3 I tLl!ll.f S - Lly/JIJ - K4) 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) = I I113 UWU FKLI'AKCU rKUPI 1.UI9FUICK IIXFUI 1LUAU3 & U I PICIN3 IV IN3f'' 3UOFI I I ICU OI IKU33 I'Ir K. 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. 5X6= 5X6= 2.5X4 le- 2.5X4: 5X6 % 5X6 E 6 r -T 6 9-4-0 5X6= 5X8= 2 5X4 = 5X6= M. 1-4-0 rrt I 17-0-0 _ — 6-0-0 _I_ 17-0-0 _1 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL - 1 r 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[O 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 RIGIO 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 QA- Tij apZIFI'•. h rGi- ( N0.4*Y%OAF = T C T C BC L L D L DL 2b 7. 10.0 0 P O P PSF S F S F R E F R 3 5 2-- 4 0 7 4 SMYTH LUMBER CO. RooFTRUSSDIVISION 0 5/ 0 5/ 0 3DATE DRW SLTUSR352 03125008 S L T - E N G / W M R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299-7522 FAX: 407-299.9153 BUILD THE TRUSSES, IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. 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 1 i t STATE OF ; Q•fyRO..•• B C TOT. L L LD. 0. 37.0 0 P PSF S F SEON 26239 D U R F A C . 1 . 2 5 I FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHIORZ TION #9216 DRAWINGS "0 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C OMPON E NT-OE SI GN 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. IONAL May 05 ' 0 3 _ SPACING 24.0; JREF 1S2I352_Z03 p Z1979B - Z19/96 - R5) 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) m IH1J UWG PREPAREU FROM COMPUILR INFO (LUAU) 6 U1MtNJ1UNJ) JUbMlIItU MT IKUJD rirtt. 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. 5X6m 2X4111 5X6m 5X6 0 5X6 6 1— 6 9-4-0 2X4III 5X6= 3X8= 5X6= 2X4111 3X8(B1) _ 1-4-0 1-4-0 ty t L 15-0-0 I 10-0-0 I 15-0-0 1 40-0-0 Over 2 Supports R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC la OTY:2 FL 1 - - R - Scale=.1875" Ft. WARNING"• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO R. SUITE 200, MADISON, NI 53719),. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL 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 TP1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROV-ISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOT,D. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w IY jr TIFI yYj.: ! f N0.42%O4 • j j STATE OF S t(,V AA •• O A10P. y.'.,• T C T C BC B C T 0 T L L D L D.L L L L D . 20.0 7.0 10.0 0. 37.0 P P PSF 0 P P S F S F S F S F R E F R 3 5 2-- 4 0 7 5 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1 522 FAX: 407-299-91 53 D AT E 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125009 S L T- E N G / W M R S E 0 N - 37411 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 LI A-Z. ..THE SEAL OX THIS DRAWING INO ICATES ACCEPTANCE OF CR OF ESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS js/ONAL -. SPACING 24.0" JREF 1S2I352_Z03CERTIFICATEOFAUTHORIZATION #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 0 I Lly/yti - Lly/yt5 - Kb) TOP CHORD 2x4 SP #2 . BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. i-I unu rmcr—u r--i wnrui Ln i iir u I ILIv o7 I .. 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= 2X4111 5X6= 5X6 5X6 6 r 6 9-4-0 2X4III 5X6= 3X8= 5X6= 2X4III 3X8(B1) n 3X8(B1) _ h ty I 13-0-0 I 14-0-0 1 13-0-0 f 40-0-0.Over 2 Supports ' f R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC OTY:2 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING hN0 BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0 RIO DR., SUITE 200. MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Rw _ h jp(IFICw'•. i 3 f`(l - .'. V f NO.4270'a T C L L - T C D L B C D L 20.0 7.0 10. 0 P S F P S F P S F R E F- R 3 5 2-- 4 0 7 6 DATE 0 5 0 5 0 3 S MYTH LUMBERRYTHL SS DIER CO.0 D R W SLTUSR352 031250 10 S L T - E N G WM R2722SOLITHAPOPKABLVD. APOPKA, FL 32703 407-299-1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS, WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN I. CONNECTORSIONAREPUBLMADESOFD 20GAT HE ASTMMERA653AGR40RESTGALV. STEEL. AND EXCEPTI AS NOTED. T APPLYALPINE CONNECTORS TOl STATE OF - S . P t6 O R10 •-f v B C L L TOT.LD. 0.0 37.0 P S F PSF SEON 37415 FAX: 407- 299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R . F AC . 1 .2 5 F R 0 M R H PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y 4 SPACING 24. 0" LIREF 1S2I352_Z03 CERTIFICATE OFALITTIOR12AT1ON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. May 05 ' 03 j LiyWJb - LlyPVJO - K7 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) 6X6= ini3 UNU rMtrMMLu rKur1 Luriruitn lnrui 1LVMU3 a.UIME113IVIV3) 3VDru-EU Di 1 —0 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2.5X4 = 6X6= 2X42X4% 6 r 6 ZL9-4-0 5X6= 3X8= 5X6= 5X6= 3X8( B1) 1- 4-0 r 1- 4-0 ry I_ 11-0-0 _I_ 18-0`O I_ 11-0-0 J 40- 0-0 Over 2 Supports R= 1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL 1 - R - Scale WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI(TRUSS PLATE I NSTITUTE. 583 D'ONOFR IO DR., SUITE 200', MAD( SO N, MI 5J719). FOR $0.FETV PRACT PR 10R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1401CATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M M R,qy TF`w• 4•':te yy T C L L T C D L 20.0 7. D P S F P S F R E F R 3 5 2-- 4 0 7 7 S MYTH LUMBER CO. DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125011 ROOF TRUSSDIVISIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i IO.4Z%D4 p BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES CONFORMANCE WITH TPI: FABRICATING. HANDLING. SHIPPING. INSTALLING AND i APOPKA. IN OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF BC L L 0.0 P S F S L T - E N G / W M R FL. 32703 407-299- 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAF ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO tQ` TOT L D 37.0 P S F S E O N 37023 FAX: 4107- 299-9153 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 C'• sio• Na PROFESSIONALENGINEERINGDU R F A C . 1 .2 5 F R 0 M R H CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2.- May 05 SPACING 24.Q" 4)REF 1S2I352_ZO3 kL17/JB - LIJI!lb - KO) - 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 IN13 UWU rMCrAKLU rrcum LurtruitM inrui 1LUAV3 & UIMrI13IUN") 3UDI-11IICu aI IMU33 MrH. 1.20 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 TOTAL LOAD. 5X8= 5X6= 2.5X4 ffm 2 X 4 T2 T3 2X4 6 r A) 6 5X6= 3X8= 5X6= 5X6= 3X8(B1) m 3X8(B1) Em 1-4-0 1-4-0 t r I_ 9-0-0 _1_ 22-0-0 _1_ 9-0-0 _I 40-0-0 Over 2 Supports R=1561 U=491 W=8" R=1561 U=492 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 REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACIHf.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED OY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO OR., SUITE 200, 1AD150N, NI 53119), FOR SAFETY PRACTICES PRIOR TO p1TiF1ca PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. i0P CHORDSHALL HAVE PROPERLY ATTACHED.4`GT- STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG.I NEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO vI T, N0. 42704 j* T C T C BC L L D L DL 20.0 7.0 110. Q P S F P S F cPSF R E F R 3 5 2-- 4 0 7 8 S MYTH LUMBER CO. ROOF TRUSSDIvISION - DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125012 S L T - E N G / WM R 272250uTHAPOPKABLVD. APOPKA, FL 32703 a0407-2- 9-91 _ FAX; 407-299.915H 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 CONNECTORS AREUB I MADEOF20GAT ASTMMA653 AGR40R GALV. STEEL. EXCEPTAT ASNOTED. T APPLYCLPINE ONNECTORSTO EACHFACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION.CONNECTORS PER 1y STATE OF 1l Sb JVf a0R, O J v 8 B C- TOT.LD. L L 0 37.0 0 P S F PSF SEQN 37406 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF ALFT1-IORQATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of FR OFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - May 05 ' 03 SPACING 24.0" JREF- 1S2I35Z03 2_ Lly/yt5 - L17/7O K7J 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 rMtrAKtU PKUM LUI"IVUItK 11V1'UI LLVAU3 N UI PILI131V1Y37 3UOI"I1I ICY of 1-0 r 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=. 2X4111 3 X 6 = 5 X 6 = F-Em 3X8 6X8= 3X8= 3X8= 6X8= 3X8 (B1) 1-4-0 15-8-0 _ I 1-4-0 1_ 7-0-0 _1— 26-0-0 _I_ 7-0-0 _I 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 OTY:1 FL 1 R - Scale=.1875" Ft. WARNING'* TRUSSES REOUIRE. EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 O'ONOFRIO OR.. SUITE 200. MAOISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;,-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RODUCTS, ISHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO GUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN. CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN M e IQ' FI( / Y [' I ND.4Z]O4 STATE OF ; TIC T 1/ . BC BC ILL D L DL LL 20. 0 7 10. 0 0. 0 P 0 P PSF PSF S F S F R E F R 3 5 2-- 4 0 7 9 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FI- 32703 DATE. 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125013 SLT- ENG /WMR 407- 299-1 522 FAX: 407-299-91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA 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 P;• O R10 •• 1Q•'/'}••...••• T O T L D . 3 7 0 P S F S E 0 N - 37404 D U R F A C 1 2 5 F ROM R H PROFESSIONAL ENGINEERING DRAWINGS160A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF POFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S'`•NAL SPACING SEE ABOVE QIREF - 1S2I352_ZO3 CERTIFICATE OF AUTHORIZATION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. May 05 clyYyD LlyI/J} - Kee) 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 TIC @ 24" OC. 5X6= 3X8= 5X6= i n1J uwu KmtvAKLu -Kum uunruirm i— ui Lw rua n vl riuvaiu IN 0) JUDPu IICu 01 inua. rirn. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT I,I,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. 3X8= 5X6= 2.5X4 % 2.5X4 6 r 0-8'-0 2X4 II +9-4-0 5X6 (R) III 2X4 III 5X6 (R) III 5X8= 2X4 III6X12= 3X8(B1) = 6X12= 2X4 III 3X8(Bl) 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 OTY:1 FL i R Scale 1875" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES P0. IOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. eM M R tlFl.• F. S`1V T C TIC L L D L 20. 0 7. 0 PSF- P S F R E F R 3 5 2-- 4 0 8 0 - SMYTH LUMBER CO. DATE 0 5 / 0 5 / 0 3 DRW S<TUSR352 03125014 R00FTRU55DMS10N2722 SouTH APOPKA BLvD. APOPKA. FL 32703 40407- 29 -91 FAX: 407-299.9153 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 BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A553 GR 40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER jf ND.42704 j STATEOFQ w"•.• P. V Rl0 •• BC B C TOT. LD. DL L L 10. 0 0. 37. 0 0 PSF P S F PSF S L T- E N G / W M R SEON 26254 D U R F A C . 1.25 FROM R L W PROFESSIONALENGINEERINGDRAWINGS 160 LELY FOR THE TRUSS COMPONENT DES A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOGN SHOWN. THE SUITABILITY AND USE OF THIS vs/A1, YY,i v SPACING 24.0" JREF 1S2I352_Z03 CERTIFICATE. OF AUTHOR17ATION #92 18 ANSIONENT 1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER„PER May 05 kcly/YU - ci7/JO - Me 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. nia urvu rn rn n u Hari urruILI inrui LL n . '11 1--- v - 1-11 '„,,. 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= 2X4 III 3X8= 5X6= 3X4= 6X6= v n 5X8= 6X12 8X12= 7X8= 5X6= v 3X8 (B1) = 2X4 III 2X4 III 3X8 (B1) 1-4-0 1-4-0 IE 9-0-0 _1_ 22 0-0 9-0-0 12-0-0 T 7-4-0 T 20-8-0 40-0-0 Over 2 Supports J R=1561 U=676 W=8" R=1561 U=676 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design C r i t : TPI STD a OTY:1 FL 1 - - R - Scale WARNING'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND M. p T C L L 20.0 P S F R E F R 3 5 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 'I INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD ISDN, WI 53719). FOR SAFETY PRACTICES PRIOR TO iF'A• C PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1N0ICA7ED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r 4.'T C D L 7. D P J F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }r! ROOF TRUSS DIVISION " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03125015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 j 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN.CONFORMANCE WIT TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7C l B C L L. 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAT 10 AL DESIGN ti STATE OF % 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE % FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA AS TM A65J GR40 GALY. STEEL. EXCEPT AS NOTED . APPLY CONNECTORS TO •.Q R,Or,•• TOT . L D . 3 7.0 P S F S E O N - 26251 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER, Ei771/ j PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEIRING S"/IVA E D U R. F A C. 1. 25 FROM R L W RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTN0RI7ATON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 05 ANSI/TPI 1-1995 SECTION 2. - SPACINGACING 2 4 .,Q ' ;JR E F - 1 S 2 I 3 5 2_Z 0 3 L1919b - L19/?b - KZS) 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. IN IN UNU KKtFAKLU I-KUM LUMFUItK IUVUI I,LVAU3 6 U I PICIV3 I UIV3J'31JUII I I I tU tlT IKU33 mrK. 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. 5X-8 2X4 III 3X8= 5X6= 3X6= 2.5X4= 5X8= W-O77:m: 4X6(R) III 6X12= 8X12`= wy 5X12= 5X6 2X4 III V 3X8 (B1) = 2X4 III 2X4 III 3X8 (B1) 1-4-0 1 4 0 r y I 7-0-0 26-0-0 7-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2-Supports R=1561 U=681 W=8" R=1561 U=681 W=8" PLI IYP. Wave IP1-95 R Design Crit: IP1 SIIJ 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'ONOFRI.O DR., SUITE 200' MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION `` 1 MPORTANT`+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. - THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. AP PL V CO N HECTORS TO FAx: 407-29991 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 AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 9-4-0 00rTl 0TY:l FL 1 - R - tIFIScale=. 1875" Ft. TC LL 20..0 PSF REF R352--4082 TC DL 7.0 PSF DATE 05/05/03 No. 4 2704 e* BC DL 10.0 PSF DRW SLTUSR352 03125016 STATE OF r BC 'LL 0.0 PSF SLT-ENG /WMR TOT. LD. 37.0 PSF SEON 26248 DUR. FAC. 1.25. FROM RLW May 05 '03 SPACING 24.0" JREF - 1S21352 ZO3 Lly)IVb - Zly/`JD - KL4 ZFLI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :146, W10, 1411 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) ITC 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. I H I S UWG PREPARED FROM COMPUTER 1NPU1 (LOAUS & DIMENSIONS) SUBMII;ED BY IRUSS MFH. 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= Z IAV I NAV. i VAA U 2X4 III 7X8= T 115X10= 2.5X4= 6X8= 2X4 III8X12= 8X12= 3X8 (B1) = 2 X 4 III 2X4 III 3X6 (A1) 1-4-0 1-4-0 r r 5-0-0 _1- 30 0-0 _1_ 5-0-0 1 12-0-0 T 7-4-0 1 20-8-0 fE 40-0-0 Over 2 Supports R=2780 U=808 W=8" R=1680 U=652 W=8" 9-4-0 PLI IYP. 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 HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS., OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF (THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WLTH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M /Q t F1••'••••••:/ i,':c f'• G F j No. 42704 _ Q STATE OF ttQ'` 7Vj. f Ly R1••' T C TC BC B C T 0 T L L D L DL L L L D . 20. 7.0 10.D 0. 37. 0 . 0 0 P S F P J F cPSF P S F P S F R E F R 3 5 2-- 4 0 8 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407-299-1522 FAX: 407.29991 93 DATE Q 5 0 5 0 3 DRW SLTUSR352 03125017 S L T- E N GW M R S E Q N 37448 D U R F A C 1 2 5 FROM R L W PROFESSIONALENGINEERINGDRAWINGS 16D A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONSIB ILI TV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS s/ ONALE CERTIFICATE OF AUTHORRATION N92.18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 SECTION 2. May 05 'u SPACING SEE ABOVE 1REF 1S2I352_Z03 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 r 5X6= 2 X 4 III IN , UWb HKtFAKtU rKUin LUMFUItK INFU I (LUAU) a UIrItIN31UIN3) 3UtlrLll Iru at IKLI33 rirK 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II-, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN - LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 5X6= 6f ri 1 6 ri 2X4III 5X8= 2X4III 3X6( B1) 3X6(A1) I 4-11-0 I 11-0-0 __ 5-0-0 _I 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 0TY:1 FL i R Scale 3125' Ft. WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),- PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADiSON, MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOPCHORI)-SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. IMPORTANT`" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCEWITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. i"IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SFEC IF IC AT ION PUBLISHED BY THE AMER ICFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO_e••..•••,•.. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ZIFI •••, F f4 • f Nc.427 4 1 STATE OF 2 0 R10 `.,• TIC TIC BC B C TOT L L D L DL L L L D. 2 0.0_ 7 10. 0 0. 0 37 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 4 0 8 4 S MYTH LUMBER CO. ROOF TRUSS DIVISION - 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407. 299.1522 FAX: 407-299.9 153 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125018 S L T - E N G W M R S E 0 N - 37482 D U R F A C . 1 .2 5 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORFZATION #J21B DRAWINGS 160 COMA- Z. THE SEAL ON THIS DPONENT DERAWING INDI SICATESACCEPTANCEOFPROFESSIONALENGINEERINGRESPONSIBILITYSOLELY FOR THE TRUSS GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/7P1 1-1995 SECTION 2. May o5 ' 03 SPACING SEE ABOVE JREF - 1S2I352_ZO3 L19/913 Z.I9/9B - KLb TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 16.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 16 15-0-0 2 X 4 III 2X4(Al 2X4(A1) L<1-4-Oy,-O-y Q-O-1.4-0>J L 4-4-0 _1_ 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 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 OR.. SUITE 200. HAD ISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOiCATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH .LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION _IMPIMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY. DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES -IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERIChN FOREST AND PAPER ASSOCIATION) AND iPl. ALPINE FAX. 407.299 91 53 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE 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 AUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 19-61a OTY:4 M• R G f . No.42704 t STATE OF ;tom 0 R10tX May 05 FL/-/l/-/-/R/- TC ILL 20.0 PSF TC DL 7.'0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R352--4085 DATE 05/05/03 DR W SLTUSR352 03125019 SLT-ENG WMR SEON 37382 FROM RH JREF 1S2I352_Z03 1 I HiZ, UWb FKtNAKtU VKUri LUMFU ILK INrUI I,LUAUJ a UI rI r IN31UINJ) JU01-11I ItU nT IKuo" rrr K. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25)- TC From 54 PLF at -1.46 to 54 PLF at 10.13 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.67 BC From 4 PLF at 8.67 to 4 PLF at 10.13 TIC 53 LB Conc. Load at 3.06, 5.60 TIC 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 kLly)IVU - 11?1yl9 - KZ/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B,WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X4= 5X4= 6 r- 15-0-0 ZA4 (Al) 4 (Al) L<1-4-0>-Q-0-,J 01 4 OY I_ 3-0-0 _1- 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 QTY:1 FL 1 - R - Scale =.375" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NST[TU TE, 583 D'ONOFRIO DR., SUITE1IE 200, MAD -I SO H, NI 53719). FOR SAFE TV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE)-TNDICA7ED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURALUCiURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P RODUCiS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p ;' F ,• g f(A 27 { No.42704 1 i17CR 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 SMYTH LUMBER CO. ROOFTRU5SD11%ISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125020 S L T - E N G / WMRSPEC 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703AND 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 APPLICABLEER AS S PROVISIONON 1S OF NOS (NATIONAL DESIGN Fl AT PA PL P CONNECTORS I ARE ON P MADE S OF D 20GABY T ASTMHE MA653ERIC AGR40R GALY. STEEL, EXCEPT I AS AT I NOTED. . T APPLY A CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER y 1 L1STATE OF 7Vf ti C A s NA E BC TOT L L A D. 0. 0 37. 0 P S F PSF SEON 37391 O U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #921B DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON S181LITY 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 V1 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. i nia Una rRCrAKCU rnun uunru1CR Inrut LLVMUO a v. riLI'JIV" of V, ,• 120 MPH WIND, 17.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FTIFROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 3X4!m 2X4(DI) = 6 j 2X4 (D1) j 16-6-3 I 2-0-0 2-0-0 4-0-0 4-0-0 Over Continuous Sup t R=74 PLF U=45 PLF W=4-0-0 PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC QTY:l FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M M A T C L L 20 . 0 P S F R E F R 3 5 2-- 4 0 8 7BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T'A7y_ INSTITUTE, SBJ D'ONOFRIO R. SUITE 200. MADI SO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO ` .: t F(`• Vie PERFORMING THE5E FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED *l P .'.,C T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j V ROOFTRl15SDIVISION ;• IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l N0.42704 BC DL 10.0 PSF DRW SLTUSR352 03125021 PROOUCiS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION INCH THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA E3LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7[ B C L L 0 . 0 P S F S L T - E N G W M R APOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF Q / 407_2.99-1 522 SPECIFICATION PUBLISHED BY THE AMEIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i(• Q. III,J I FAX: 407-299'91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO VVV Q R Or•• V T 0 T . L D . 37.0 PSF S E Q N - 3742 7 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•/'••••• PROFESSIONAL ENGINEERING DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NA1. D U R . F A C 1.25 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION#9218 COMPNSI/TPONENT IFOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SPACING" 24.0" JREF - 1S2I352_Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSI&NS) SUBMITTED BY TRUSS MFR. LiJ/Jb - Ve) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4= 6 L— T6 2 0-0 2X4(D1) = 2X4(D1) 2 3 4 III 4-0- 4-0- 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 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.,, SUMTE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LU M BER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 I. QTY:1 R IFI ••Rqy/ N0.42704 t STATE OF NA1.E Dec 08 '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-- 58612 DATE 12/08/03 D R W SLTUSR352 03342007 SLT-ENG /WMR SEQN- 37425 JREF- 1S8J352 ZO4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. H1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 i-10-10 .j 9-10-1 Over 3 Supports R=407 U=322 W=11.314" 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 3-9-14 3-9-14 9-4-0 R=391 U=198 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 QTY:2 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'ONOFRI0 DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISEANDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FUR NISM 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 wr .•••••••• j AS F C;q •• F C1 r•• E NO.42704 T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 Z -- 58613 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 / 0 8 / O 3 DRW SLTUSR352 03342008 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED RY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO'•... EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t STATE OF t spS;'to s•,•• w tt E V NAIL. B C T 0 T L L L D . 0.0 37.0 P S F P S F S L T - E N G / W M R S E Q N 32968 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. Dec 08 '03 SPACING SEE ABOVE JREF- 1S8J352_Z:04 L__ L19/9B - L19/9B - HZ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 L< 1-10-10 --f-- 7-0-14 _ I 7-0-2 Over 3 Supports R=261 U=180 W=10.567 I MIJ Uwb FKt FAR tU rKUM l,UMFUItK INFUI ILUAU J a UIMtNZ, 1UNZI)_ 3UUM I.I ItU t5T IKUJJ rir.K. 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240•LIVE AND L/180 TOTAL LOAD. 21- 4-1 R= 181 U=180 2- 9-14 14 R= 76 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:3 FL 1 - R - Scale =.375" Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI .(TRUSS PLATE i FIST TUTE. 583 D'ONOFRIO.OR., SUITE 200, MADISON, NI 53719)., FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE 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 Z IF••:/ t , eeee7777 j No. 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-- 4 0 9 0 SMYTH LUMBER CO. ROOF TRUSS DIVISION D A T E 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125024 S L T - E N G / W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 3270.1 - 407- 299.1522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS'(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF S•' l. Q;r fV oR,O •• Q f//•••" l'•t BC T 0 T L L L D . 0. 0 3 7.0 P P S F S F S E 0 N 37433 D U R F A C . 1.25 FROM 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 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1.1995 SECTION 2. 4 May 05 '03 SPACING SEE ABOVE JREF 1S2I352_Z03 r,..l - ,... - -- . .,. —c... ,io, cnouirrrn — I.—C MCD kLIV/Jb - LIJ/JO - n,l/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY, 1-1-0 CANT ONE FACE, 1-1-0 CANT OPPOSITE FACE. 4.24 r— +1 6-3 R=7 U=180 0-4-3 1-9-14 F - - 0 R=95 U=180 2X4 (A1) LE 1-10-10 >1<1-5-11>j<-2-9-4 1 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 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'ONOFRI0 R. SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESSOTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING NEERED lix 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 APFU CABLE PROVISIONS OF NOS (NATIONAL oeslGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS LYE ptIFIC,4 '• t y, 1 NO.42704 7A j j STATE OFL AS• `-:• 0 R,.•• s T C T C BC DL B C T 0 T L L D L L L L D . 20 7 10.0 0.0 3 7.0 0 P 0 P PSF P P S F S F S F S F R E F R 3 5 2-- 4 0 9 1 DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. ROOFTRlISSDIVI3ION 2722 SOUTH APOPKA BLVD. APOPKA, FL. 32703 407-299.1 522 FAX: 407-2999153 PROFESSIONAL ENGINEERING DRW SLTUSR352 03125025 S L T - E N G / W M R S E 0 N - 37389 D U R F A C . 1 . 2 5 FROM R H SPACING S E E B O V E J R E F - 1 S 2 I 3 5 2_Z 0 3CERTIFICATEOFAUTHORIZATION #921H COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Ma y 05 I. Llv/vb - L19/qu - tl) TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. i IMIS DWG PREPARED FROM COMPUIER INPUI (LUAU) 5 UFh1tNSIUNb)` JUtlM111tU UY IRUJJ MhX 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 PST, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. R=163 U=180 3-10-3 R=703 U=180 L<1-4-O-1IE - _I 7 0 12 7-0-0 Over 3 Supports R=363 U=251 W=8" j PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 1 a OTY:14 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANO , / T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE IY INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MA)ISO N, N[ 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION S. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AiTAC HED •••IFI C4•'• F T C D L 7.0 P S F. DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i(A ' 11%. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOF TRUSS DIVISION PRODUCTS. INC. SHALL N0T BE RESPONSIBLE FOR. ANY -DEVIATION FROM THIS DESIGN; ANY FAILURETOl ND.42%O4 - BC DL 10.0 PSF DRW SLTUSR352 03125026 2722 SOLrrH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND p 9 / APO PKA, FL H27O3 BRACING"OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN • l BC L L 0.0 P S F S L T - E N G / WM R SPECIFICATION PUBLISHED BV THE AMERICAN FOREST GAL V AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF 407- 299.7 522 ' t ( A FAx: 407-299.9153 EACH CONNEFACESOFRTRUSSE AND ZUNLESS OGTOTHERWISE 40OCA7ED ONETHIS EDESIGNASPOSITION CONNECTORS . APPLY CO N PER TO . tiO R,O 5;,1/ T 0 T. L D. 37.0 P S F S E 0 N - 37417 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs Na` 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 A CERTIFICAT-E OF AUTHOR17A770N#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M05 ANSI/TPI 1- 1995 SECTION Z. -- May SPACING 24. 0" JREF - 1S2I352_Z,03 J LlyIlYb - Lly/ytl - tL IMIJ UIVU FKtNAKtU 1-KUM UUMPUItK 1NFUI (LUAU) & UIMtNJIVNJJ JUbMIIItU bT IKUJJ MrK. TOP CHORD 2x4 SP #k2 BOT CHORD 2x4 SP ##2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-0>>F 5-0-12 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 L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:11 FL - l - R - Scale =.375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 507 D'ONOFR IO DR., SUITE 200. MA N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE [ND ICATEO, 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 eje._ t'F C( Y i'. i No.42704 TIC T C BC .DL L L D L 20.0 7 10.0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 9 3 S MYTH LUMBER CO. ROOF'TRUSSDIVISION D A T E 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125027 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH iPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 'NOS (NATIONAL DESIGN 7Ct STATE OF 4 S BC L L 0.00 P S F S L T - E N G W M R 407.299-1 522 FAX: 407-299 9153 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q R1V,.• t1 T O T L D . 37.0 P S F S E 0 N - 37435 D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTTIOREZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH ONN. 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. s NAL May 05 '0 FsPACING 24..0" r.IREF - 1S21352_Z03 Lljly)b - lltivjb t3) - IM13 UWU YKtf AKtU YKUP1 I. UMFUItK I[I t'UI kLVAU3 a Ul rIt IYJ IV113) Juor11IICU 01 1KuJJ mrn TOP CHORD 2x4 SP 3 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 3 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. 1647 U=180 1-10-3 0 R=23 U=180 Lc1-4-0>13-0-12-->j 3-0-0 Over 3 Supoorts R=234 U=180 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC' 0TY:3 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REDUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i"ITITUTE, 503 D'ONOFRID DR., SUITE 200, MADiSO N. NI - 53719). FOR SAFETY PRACTICES PRIOR TO P£RF ORMING THESE FUNCTIONS. UNLESS OTHERWISE 'INDICATED. TOP CHORD SHALL HAY 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 p'('. 3`f`Sr- TF•. NO.42%O4 y 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 4 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SITUSR352 03125028 S L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299-1 522 FAx: 407-2999153 f' BUILD THE TRUSSES IL IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. - THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF, NDS (NATIONAL DESIGN CONNECTORSIAREPMADESOF028GATASTMMA653AGR40RGALVANSTEELEREXCEPTIASINOTED' iAPPLYACONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER - STATE OF ;t A L y .R,O r v s NA1. B 1. T O T. L L L D. 0.0 37.0 P S F P S F S E O N 3737 9 D U R F A C . 1.25 F R 0 M R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION 59218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES]GN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY P ART IC ULAR B UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - May - '03 SPACING. 24.0" JREF 1S21352_ZO3 L19/qb - 11919b - l,l TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 I MIZ) Uwu rRErAmLU rMun 1,umrUI cm i ui \LU- tl U111L4-1107 J--•.+ 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. L<1-4-011- 5-0-12 I- 5-0-0 Over 3 Supports R=295 U=219 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:4 FL 1 R Scale 375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 0 9 5 INSTITUTE. 583 D'O NO FR IO DR.; SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROMTHISDESIGN; ANY FAILURE TO y1fG %',jp NO.42704 T C BC D L DL 7 . 0 10.0 PSF PSF DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. ROOFTRussDlvlsioN DRW SLTUSR352 03125029 SLT-ENG WMR 2722 SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299. 1 522 - FAX: 407- 299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDi BRACING OF TRUSSES. TNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS. TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 E OF STAT; ORio •• BC T 0 T LL L D . 0.0 37. 0 PSF P S F S E 0 N 36911 D U R F A C . 1 .2 5 FROM R H PROFESSIONAL ENGINEERINGDRAWINGS160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABIL ITY AND USE OF THIS Y SPACING 24 p 1JR E F 1 S 2 I 3 5 2_Z 0 3 CERTIFICATE OFAUTHORRATION #9218 1 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN'I' T 1 1 1995 SECTION 2. M a y 05 ' 0 3 clyYyD - Lly7yD - L,t) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. INIJ UWU FKtrAKLU rMUM LUPlrIJILK IIIFUI (LUAU) a UII"ItIY31vINJ) "UDPLII ILU UT IKUJJ mrK 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 BCD L=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 61— .- iT--10-4 IIR-47 U=180 1-10-3 9_L 0 R=23 U=180 2X4(A1) L<1 - 4 - 011-1--3 - 0-12-->j 3-0-0 Over 3 Supports R=234 U=198 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:9 FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING)., PUBLISHED BY TPI (TRUSS PLATE --- Q_ T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 6 I NS7I7U7E, 503 D'ONOFRIO DR., SUITE 200, MAGI SO N, NI 63719), FOR SAFETY PRACTICES PRIOR TO t iF(•-' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED a :: ~i.: T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ l r IMPORTANT`" FURNISH A COPY OF THIS.DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L % NO.42704 : c ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *; 11 BC DL 10.0 PJF DRW SL TUSR352 03125030 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANC€ WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND q j 7C APOPKA, FL 32703 BRACNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q Sy STATE OF BC LL 0.0 PSF SLT-ENG /WMRI 407-299-1 522 SPECFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 3/i S Prr441. CONNECTOR$ ARE MADE OF 20GA ASTM A653 GR40 GAL. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - Q A.. T 0 T . L D . 37.0 P S F S E O N - 37437 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~ DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWINGANDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING IQNMD U R. F A C. 1.25 FROM R H PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORrzAT10N #9218 COMPONENT. FOR,ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. - May 05 'us SPACING 24.0" JREF - 1S2I352_103 Llywjb - Lly/70 - L-5 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 inia uNu rmtrAMLu rnvPi turivUiLK irvrui LLUHUJ a; uiriruyaiUn31 JUDrI111LV — —00 120 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. 6 0-449V118ol9-4-0 U=180 2X4 (Al L<1-4-0 1-0-12 . 1-0-0 Over 3 Supports R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD FLBC TY:13 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'ONO FRIO DR., SUITE 200. MAD ISON. WI 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 t F C..4•• tJG T(' s NQ, 42704 i 1= S* 7C R T C T C BC L L D L DL 20.0 7.0 1D. D P S F P S F PSF R E F R 3 5 2-- 4 0 9 7 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125031 SLT-ENG WMR2722SOUTHAPOPKABLvD. APOPKA, FL 32703 407-299 1 522 FAX: 4.07.299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. - THIS DESIGN CONFORMS WITH APPLICABLE PROVIS IONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS50CIATION) AND TPI. ALPINE cDNNECTDIS ARE MADE - OF 21GA ASTM A653 GR40 GALV. STEEL, EXCEPT A5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER q STATE OF tQ S W( J, (VhR,OPV BC TO T LL L D . 0.0 37.0 cPSF P S F S E 0 N 37439 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OFAurrmo RATION#9218 DR WINGS160 A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE OFAND USE OF THIS ANSIONENTI f01995NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24 D" JREF 1S2I352_103 r LI!W)i Lly/yt5 - U4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 t DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD.; 6 r 2X4(A1) L<--3-0-12— 3-0-0 Over 3 Support R=123 U=180 W=3.937" 1 = 70R-70 U=180 1-10-3 9 0 R=30 U=180 I MIS UWG f'HtNAHtU FHUM LUMNUILH INf'UI (LUAU) 5 UIMLNSIUNS) SUBM111tU BY IHUSS MFR, 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 P,SF. t1 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC a 0TY>T 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 BV TPI (TRUSS PLATE I NST9 TOTE. 503 D''O NOf RIO OR., SUITE 20U. MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR.70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T; STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT —FURNISH A COPY OF THIS DESIGN TO. THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI:-OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNSSPECIFICATIOHPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE EACHCONNEFACEC To SOFRTRUSSMAD E ANDOF ZUNLESSTOTHERNISE40GAL LOCATED ONETHISEXCEPT DESIGNASPOSITDIONCONNECTORSNPERORS TO 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 I qryw 4: IG F i f NO. A Y%O4 I 7i STATE OF t A L O R`0 :'•/ C ••• T C T C BC BC T 0 T. L L D L DL L L 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 8 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOITTH APOPKA BLVD. APO PKA, FL 32703 FAX: 4A07- 919-91253 PROFESSIONAL ENGINEERING DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125032 S L T - E N G / W M R - S E 0 N 37421 D U R F A C . 1.25 FROM R L W CERTIFICATE OF AUTHORRATION #9218 ANSIONENT1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 S P A C I N G 2 4. 0" J R E F 1 S 2 I 3 5 2_Z 0 3 Z1979B - Z1979B C5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6(— 2X4(A1) i 0-»1 U 180-4 9-4-0 R=7 =180 1-0-12 1-0-0 Ove upports R=52 U=180 W=8" 120 MPH WIND, 9.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL 1 R Scale 375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1 NSTI TUTE. 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 531 9), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M M A7 t'FI('• Z ': "/.•.[' I% F ND.4270Ai t 71{ t STATE OF t S( P VVV O R,O 4••_ V IQNA T C T C BC BC TOT L L D L DL LL L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 4 0 9 9 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX; 407.299.91 53 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125033 SLT-ENG WMR. S E O N 37486 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OES[GN SHOWN. .THE SUIT BIII TY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SPACING 2 4 0 J R E F 1 S 2 I 3 5 2_7<.0J3 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C r a 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B rF 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11 11' 3" 13' 1" 13' 5" v S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" IT 1" W 0 STANDARD 3' 3' 4' 2' 4' 2' 5' 6' S' 6' 7' S" 7' S" B' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" s P 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 1 14' C 3 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" 11' 11" 1 2 3' 11" 6' 9" 6' 11 B' 0" B' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14 0" I 0" S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 96" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" H F 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" 8' 0" B' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" Sp 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W Q.0 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0". D FL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" '= 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11'* 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 / 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14 0" H F STUD 4' 2" 6' 11 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD 4' 2" 5' 11 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' O" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" Q s P 2 4' 7" 7' 5" B' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 1 B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 1 6' 1" 6' 1" 1 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 1 1 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 670N AT EACH END. MAX WEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. j 2X4 SP R DF-L OR BETTEER DIAGONAL NALALBRACE: SINGLE OR DOUBLE CUT AS SHOWN) AT UPPER END. S1TI1f ( ABOUT,' Y, T L.. L RACE k+ I* T I 18" L 1 2X4 M2N OR BETTER REFER TO CHART ABOVE FOR WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM.THIS BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRCATING, 2722 SOUTH APOPKA HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522. AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #92i SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. c No. 412704 A A'•• STATE OF 40 A `\\_ BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 ISTANDARD #2 STUD 13 1 STUD #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD' STUD STANDARD STANDARD GROUP B. HEM - FIR 1 h BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L,/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. k FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 1B" END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NAILS AT 3" D.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. 11 GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0". BUT LESS THAN I1' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-CAB12030 DATE 09/10/01 DRWG A12030ECO901 sz - ENG TOT. LD. 60 PSF MAX. SPACING 24.0" j SYM. ABOUT REIN 11E GABLE FOR LET -IN VERTICAL LENGTH RIGID SHEATHING DETAIL VERTICALS GABLE VERTICAL PLATE SIZES O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE. WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 r2X VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN It' 6" 2X4 2X8 GREATER THAN 11' 8" 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: tOd 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 CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0899, A09015EN0699, A08015EN0699, A07015EN0699 A11030EN0899, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901. A12015EC0901. A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI CABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, 507015EN0699 S11030EN0699, 510030EN0699,. S09030EN0699, S08030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. zx6 "T" REINFORCING MEMBER 2X4 `T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXUfUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRAC1 WIND SPEED AND h1RH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 Z 10 7. 2x6 SD 7. 50 7. 100 MPH IS FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 10 7 2x6 30 Z 50 Z BO MPH IS FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. BO MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7 20 7. 70 MPH - 30 FT 2x4 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP p3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE -INCREASE (FROM ABOVE) = 107. = 1.10 I) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS CAB98117 876,719 & HC26294035 WARNINGr- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED yam REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRiD DR., SUITE 200, MADISDN, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, FIC'' N`` V r!., `•• DATE 10/24/01 S MYTH LUMBER Co. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1 ,' V 1p DRWG GBLLETIN1001 ROOF TRUSS DIVISION rIMPORTANT.- FURNISH A.CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 11 NO. 42704 XIVENG DLJ/KAR 2722SOUTHAPOPKABLvo, DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI) DR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN APOPKA, FL 32703 CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407. 2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. CONNECTORS TO STATE 0 F TOT. LD. 60 P SF FAx: 407.299-9153 APPLY EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y A•. • R. FAG. ANY DRAWINGS160A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL AIP`,•' r VALLEY TRUSS DETAIL TOP CHORD BOT CHORD WEBS 2X4 SP #2 OR 2X3(*) OR'2X4 2X4 SP #3 OR SPF #1/#2 OR BETTER. SP #2N OR SPF #1/#2 OR BETTER. BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"—BRACE, 60% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING,, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITHMAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2) 16d BOX (0.135" X 3.5") NAILS TOE —NAILED TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED,. -RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., BY VALLEY TRUSSES 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D _ 1 4-0-0 MAXI 12 12 MAX.(— yY2X4 W2X4 WZX4 8=0-0 MAX- { 12 12 MAx.1 Iv4x WIX3 6-0-0 WIX3 WIX3 WIX3 MAX SPACING) yY23 in 16=0-0 MAX WIX3 12 12MAX. 1l Y4X4 WIX3 WIX3 6-0-0 WIX3 MAX SPACING) W2X4 WIX3 W5X4/SPL WIX3 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. W2X4 OPTIONAL STUB END DETAIL 13 W4X4 lf OPTIONAL HIP JOINT DETAIL 24' T COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) - I "L.a,l^ulliul lrl—lr r AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. 1V1' gy r rrrry/ THIS DRAWING REPLACES DRAWING A105Q,`: WARNING-* TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED G[ ••. TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 20 IS 7 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL-` SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING, NO. 42704 C s IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIE C DL 10 10 10 PSF DRWG VALTRUSS0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = E 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE ,T BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, ffC LL 0 0 0 PSF ENG MLH/ICAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF 14DS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF OT. 55 AMERICANFORESTANDPAPERASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE OF ZOGAi Q 1 ••. LD. 60 57 PSF 407- 299-1522 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND,. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i Q P.• ZO1ODRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE GERTIFlCATE OF AVTHORIUTION g92113 RESPONSIBILITY DOFS THE F BUILDING MDESIGNER,OPER NANSI/T PI 1-1995 BUILDINGf 2 THE R rrrr// 7ss/Oiuni• ..\X`\\ ..SPACING DURYAC. 1,25/1.33 1.15 1.15 24' CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B)', (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. i FASTEN 1X4. "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE. TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE —NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. ( B) 2) 16d BOX NAILS, TOE —NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE —NAILED THRU. CRIPPLE INTO RATED SHEATHING 3) 16d BOX NAILS, TOE —NAILED RATED SHEATHING PARTIAL FRAMING PLAN 2) 16d BOX NAILS, TOE —NAILED D) ( A) C) 3) 16d BOX NAILS, TOE —NAILED SUPPORTING TRUSSES -- AT 24" OC MAX SPACING 3) 16d BOX NAILS, TOE —NAILED GIRDER THIS DRAWING REPLACES DRAWING V105—CONV WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,wlINSTALLINGANDBRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED B1' TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND Y,H/ /C LL 30 - F // r •,'IFICq •'• DL 20 30 15 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. BOTTOM CHORDSHALL`, HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH BC 10 10 10 PSF DRWG VALCONVF0699 ROOFTRUSSDIVISIONIMPORTANT++. A COPY OF THIS DESIGN TO THE .INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRO UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES IGN; ANY FAILURE TO BUILD THE TRUSSES VL ENG MLH/KAR 2722SOUTHAPOPKABLVD. IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. NQ• 42704 ;B . o 0 0 PSF APOPKA, FL 32703 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE j' QT.=LD. 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 6O 55 57 PSF FAX: 407 .299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF 1. 15115 PROFESSIONALENGINEERINGDRAWINGS 160 A-Z, THE SEAL [IN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE O •. 1C.1.25/1.33 CERTIFICATE OFAUTHORIZATION #92,1 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILiTYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. R10P i/ per,_.• .` CING SEE ABOVE ONAV rrrrryrrNnnullmyplt' TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND .BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLM SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. EITHER PLATE LOCATION IS ACCEPTABLEi IF MA Em E E E B OPTIONAL / SPLICE B II B D_SPLICE B 2' TYP. B B B JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C i 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE; SPECIES AS ITEB 7'9" TO 10' MEMBER, OR BETTER, AND 807• LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR, LESS. 00 o 0 0 2 00 o o ' o 0 0 0 0 o o 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. 10.'o"IjAii iih(RAtiYING REPLACES DRAWINGS 634,016 634.017 & 847,045 I WARNING-- TRUSSES REQUIRE EXTREME CARE IfJ FABRICATING, -HANDLING, SHIPPING, INSTALLING AN BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Q0` MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE. INSTITUTE, 503 O'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS+AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jJ` •.•••• j0 V F C"' 1 a • 55 1.33 PSF AT DUR. FAG. DATE 06/25/99 SMYTH LUMBER CO. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLA7 ION CONTRACTOR. ALPINE DRWG PIGBACKBO699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES GN; TO BUILD TANDHE TBRACING INRUSSESCONFORMANCEORTING, CTTRUSSSES NCE WITH TCONFORMS JAG 1A NO. 42704 50 PSF AT ENG DLJ/KAR2722SOUTHAPOPKABLVD. HANDLING, SHIPPINGE INSTALLING DESIGN WITH 9.25 D U R, FAC. APOPKA, FL, 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE o i 407-299,1522 AMER CAN 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 AND. OTHERWISE CONNECTORS PER STATE OF 47 PSF AT FAX: 407-299-9153I TRUSS UNLESS LOCATED ON THIS DESIGN, POSITION DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL y •' •• • z 1.1 5 D UR. FAC. 1 PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y r.• 10ERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - 1OlO ACING 24.0 BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRE NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 ' 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 442X8 MAX3X8A43 TRULOX+ 18 LOX MAX 4 ** EDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE i '1111111issllgjjS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 INSTALLING AND BRACING. RREQUIREEFEREXTREMEHIB 91RE IN (HANDLINGFABRICATINGINSTALLING,DLING, SHIPPING, AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,`•.(A IFICtI TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL p N/'/ fi,' 11 ,`• TC LL PSF DL PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. I HAVE A PROPERLY ATTACHE RIGID CEILING. VG (C'•, B DL 10.0 PSF DRWG BCFILLER0699 ROOF TRUSS DIVISION xxIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Z ENG DLJ/ICAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPII OR FABRICATING, No..42704. C=LL — PSF APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN. CONFORMS WITH APPLICABLE PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE j'Q' LD. i 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA PSF FAx. 407-299-9153 - ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1'0/1.15/1.25/1.331 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 A Ip '.•• •• II CERTIFICATE OF AUTHORIZATION 119218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O / (\ P,!' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ii __ C V i ACING 24.0 1 /// ,//. Rr11111!11111111111"Y\` \\` ACE N Ls w STEPDO N CORDER SET I TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 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# 2' TYF 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' OR COMMON TRUSSmr- 1 HIP TRUSS J5 J3 J1 J r J3 J5 J7 J7 J7 Jr 1 : 5 7 2' TYP . I OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J3 HJ ** (3) 16d TOENAILS J5 ** ** J7 3.00 12 # 2.12 12 W2X4 TO TO 6.00 - * 4.24 ALTERNATE LOADING W2x4 w2xs - , i W3144 TCLL 20 PSF ORSIMPSON TCDL 20 MAX PSF 3/4" L THJA26 BCDL 10 PSF TOT.LD. 50 MAX PSF 9-10-13 OVER 2 SUPPORTS 1 DUR.FAC. 1.25 R=463#, 11=3.50•' R=652#, W=3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. A / INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Qa``r iw C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE. 583 D'DNOFRI DR., SUITE 200. MADISON, WI, 53719) FOR `Yj / <G_ y SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIDNS. UNLESS OTHERWISE INDICATED, .''F l. i1 •. ` DL 15 MAX PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL " • S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. •A 7A -IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE _ BC fDL 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPI(A BLVD. DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, i NO. 42704 1 IL 0 PSF —ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = _ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE . y 407 2931522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS .ARE MADE OF 20GA A OT= LD. 55 MAX PSF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-2959153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE O F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 00 FAC. 1.33 i PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i O•• QP• ACING SEE ABOVEERTIFIGATEOFAUTHORmAT10N #9210 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. " ' CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 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 T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE SCAB BRACING:. APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNINGS• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, 1 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 AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. wYIMPORTANT.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 27 22 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION N9218SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. TC i-c IFICgT/FV. c , BC No. 42704c TO STATE OF THIS DRAWING REPLACES DRAWING 579.640 LL PSF REF CLB SUBST. DL PSF DATE 06/25/99 DL PSF DRWG BRCLBSUB0699 LL PSF ENG MLH/KAR LD. PSF R. FAC. ACING i _..,..... T 4 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1979 YORKSHI E Builder: MORRISON HOMES Address: a36' C-r Permitting Office: %6 i C /_• City, State: J Permit Number: /6J [r! Owner: h'ditJOA) j# Wes Jurisdiction Number: OV d,1-2f Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ b. 'N/A. 5. Is this a worst case? Yes 6. Conditioned floor area (112) 1979 ft2 c. N/A 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 250.0 ft2 0.0 ft2 - 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 - a. Electric Heat, Pump c. Labeled U or SHGC 0.0 ft2 0.0 ft2 8. Floor types b. N/A a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ b. N/A c. N/A c. N/A 9. Wall types 14. Hot water systems a. Concrete, Int Insul, Exterior R=4.1, 1393.0 ft2 _ a. Electric Resistance b. Frame, Wood, Exterior R=11.0, 4.0 ft2 _ c. Frame, Wood, Adjacent R=11.0, 412,0 ft2 _ b. N/A d. N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=30.0, 1983.3 ft2 _ DHP-Dedicated heat pump) b. N/A 15. HVAC credits c. N/A CF-Ceiling fan, CV -Cross ventilation, 11. Ducts HF-Whole house fan, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ PT -Programmable Thermostat, b. N/A 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 sp cif' ations covered by this calculation are in complia the Florida Energy Code. PREPARED BY: DATE:--=-------------- -0 I hereby certify that this buildin deipigned, i in compliance with the Florid e. OWNER/AGENT: DATE: ---------- ----- -- -- EnergyGauge® (Vers Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: _ DATE: - - -PLANS-_ Cap: 36.0 kBtu/hr _ SEER: 12.00 _ Cap: 36.0 kBtu/hr _ HSPF:7.80 _ Cap: 50.0 gallons _ EF: 0.86 PT, _ yo4T11E Sr4 ),, d l C0D WE L S FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC 18. 1979.0 25.78 9183.4 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior Exterior 1397.0 1.90 2654.3 Frame, Wood, Exterior Frame, Wood, Adjacent Base Total: 1809.0 2942.7 As -Built Total: DOOR TYPES Area X BSPM Points Type Adjacent 18.0 1.60 28.8 Adjacent Insulated Exterior 33.0 4.80 158.4 Exterior Insulated Overhang Ornt Len Hgt Area X SPM X SOF = Points NW 1.5 7.0 30.0 40.72 0.95 1158.0 NW 7.0 7.5 10.0 40.72 0.66 268.4 SW 1.5 6.0 25.0 56:99 0.89 1271.4 SW 1.5 6.0 25.0 56.99 0.89 1271.4 SE 8.0 9.0 64.0 61.07 0.53 2077.0 SE 1.5 6.0 20.0 61.07 0.89 1086.7 SW 16.0 6.0 15.0 56.99 0.40 340.4 NE 1.5 7.0 15.0 47.10 0.95 668.9 NE 1.5 7.0 15.0 47.10 0.95 668.9 NE 1.5 7.0 15.0 47.10 0.95 668.9 SE 1.5 5.0 16.0 61.07 0.84 823.2 250.0 10303.4 R-Value Area X SPM = Points 4.1 1393.0 1.18 1643.7 11.0 4.0 1.90 7.6 11.0 412.0 0.70 288.4 1809.0 1939.7 Area X SPM Points 18.0 1.60 28.8 33.0 4.80 158.4 Base Total: 51.0 187.2 As-BuiltTotal: 51.0 187.2 CEILING TYPES Area X BSPM Points Type 1R-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 Raised 220. 0(p) -31.8 0. 0 0.00 6996. 0 0. 0 Slab - On -Grade Edge Insulation 0.0 220.0(p -31.90-7018.0 Base Total:-6996.0 1 As -Built Total' 220.0-7018.0 INFILTRATION Area X BSPM = Points I Area X SPM = Points 1 EnergyGauge® DCA Form 60OA-2001 EnergyGaug6&FlaRES'2001 FLRCSB v3.30 1 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 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 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A Details ADDRESS:.. , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC 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 1.0.59 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.E 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(p 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 418.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1979.0 0.28 554.1 1979.0 -0.28 554.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 r FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details 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 1 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 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 04 xE srgr o f C0 W-B EnergyGaugey' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details FADDRESS- , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding 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. 9tA-99 nTWIZO DPl=Q( PIPTIVI= MFACI IRFC /mnc4 ha ma4 nr aYcaariart hV all racirlancac 1 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 - . EnergyGauge(D/FlaRES'2001 FLRCSB v3.30 I ENERGY PERFORMAN(:E LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score; the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, if multi -family 1 SEER: 12.00 - 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1979 ft2 c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 250.0 ft2 0.0 f12 13. Heating systems b. Clear - double pane 0.0 ft2 0.0 f12 a. Electric Heat Pump Cap: 36.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft2 0.0 f12 HSPF: 7.80 - d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul; Exterior R=4.1, 1393.0 ft2 EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 4.0 ft2 b. N/A c. Frame, Wood, Adjacent R=11.0, 412.0 ft2 d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DH P-Dedicated heat pump) a. Under Attic R=30.0, 1983.3 ft2 15. HVAC credits PT, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF. Whole house fan, 11. Ducts J PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft MZ, C-Multizone cooling, b. N/A MZ; H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 4,fOME ST,gT ointhishomebeforefmalinspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. r nm 0 Builder Signature: Date: Ga JycopAddressofNewHome: City/FL Zip:. wE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is t a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar "fdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating: Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLR.CSB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For. MOfTIMHONES Notes: Weather. Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF i GI i I i OI 9 ' ° Ham' formati n. I .a 1, , ' R : oriando AP, FL, US Heating Summary Building heat loss 39310 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 39310 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolin Area (ft2) 1979 1979 Volume (f) 18801 18801 Air changes/hour Equiv. AVF 0.80 251 0.40 125dm) Heating Equipment Summary Make TRAJ 6 Trade Efficiency Heating hput Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 0 Btuh @ 47-F 0 OF 1200 cfm 0.031 cfrrdBtuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens: equip. bad 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilatirm 1474 Btuh Infiltration 3696 Btuh Total latent equip. load 6551 Btuh Total eeqquipment bad 33977 Btuh Req. t al capacity at 0.70% SHR 3.3 ton Cooling Equipment Summary Malmo TR4E Trade Efficiency 121 EER Sensible cooling 24850 Btuh Latent cooling 10650 Btuh Total cooling 35500 Btuh Actual cooling fan 1" cfm Cooling, air flow factor 0.044 cfmllBtuh Load sensible heat ratio 81 % Boldlltallc values have been manually overrldden Printout certified by ACCA to meet all requirem> ants of Manual J 7th Ed. wroghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 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 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18801 ft3 x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x251 cfm x 32 °F WinterTD = 8824 Btuh a Winter infiltration HTM 8824 Btuh / 301 ft2 Total window = 29.3 Btuh/fV 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 °F SLrrn-ff TD = 2482 Btuh a Summer infiltration HTM 2482 Ruh / 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 r-roueuure v - r-qu1F1111e1R 011-111V wawa 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F SuYrnerTD = 990 Btuh 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 slang load - sensible = 27426 Btuh 2 Latent stung load Latent ventilation load 0.68 x 50 cfm vent. x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3696 Btuh Equipment sizing load - latent = 6551 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrlglhtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 ACCA E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 MOM 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R 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 KITCHENINOOK 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 rw a c n 0 d 1 1 90 1.0 1.5 1.0 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 15A 1.3 BEDROOM 3 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 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 gstL wrightSoft Right -Suite Residential' 5.5.06 RSR26013 2002-Jul-24 17:30:35 CCA EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET r Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YO.RKSHIRE 1979 7124/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 N ANUPLJ M to 1 Name d roan Entire House LIVING ROOM DINING ROOM KITCHEINNOOK 2 Lengl ofexposedmi 220.0 ft 48.0 ft 17.0 It 19.0 ft 3 Rnandirnww"s 19.0 x 11.0 ft 10.0 x 16.0 ft 19.0 x 14.5 ft 4 Ceiings Condit. Option 9.5 It I heaticcol d 9.5 ft heaVood 9.5 ft heaVood 9.5 ftl heaV000l TYPE OF I CSTJ HTM Area Load (Btih) Area Load @1 h) Area Load (BGh) Area Load (Bhh) E4'(MRE NO. Htg I Clg ftl Htg Clg ftz) Htg Clg ft Htg Clg M Htg Clg 5 Gross a 14B 4.6 2.1 1663 333 95 181 Eposed b 12C 2.9 1.9 4 4 0 wand c 13C 3.2 1.2 424 119 67 c partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 0 0.0 6 V* dons and a 1 C 37.0 186 6B75 40 1478 25 924 a 924 Igassdoorsb8C37.0 64 2355 0 0 0 c 0 Fle<nhrig c 9C 38.7 0 0 0 0 0 c 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 0c 0 7 W lokAs ad North 20.4 17 340 13 25B 0 0 0 Igassgdoors NEINW 39.4 165 650l 0 0 25 995 965 Caoti ENV 0.0 0" 0 0" 0 0 0 0 SErSW 47A 68 3239 27 1295 0 0 c"" 0 Satin 0.0 0 0 0 0 0 0 c""" 0 Horz 0.0 0 0 0 0 0 0 c"" 0 8 Other doors a 11A 18.9 127 51 963 650 33 623 421 0 0 0 0 0 to 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Nd a 14B 4.6 2.1 1380 6380 2842 260 119E 535 70 323 144 15E 717 320 ap-d b 12C 2.9 1.9 4 12 8 4 12 8 0 0 0 0 0 walk and c 13C 3.2 12 406 1279 475 119 375 139 67 211 78 c 0 0 M%bos d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 10 Ceilings a 16D 1.7 22 1979 3356 4405 209 354 465 160 271 356 467 613 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 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 zD 5702 0 48 1244 0 17 441 0 1 4W 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 is displ. d 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 29.3 8.2 30l 8821 2482 73 2140 602 25 733 206 2E 733 206 13 SLA)W b3s=6+8_+11+12 35736 7424 2902 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 101yc 3574 100/ 742 too/I 100 333 15 Total loss =13+14 39310 8167 3193 36E6 16 Int. gains Pec* @ 300 6 1800 0 0 1 300 c""' 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 Sublot RSH gaFr-7+8. +12+16 24542 3724 2T70 3325 Less external wolf g 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dudgain 100/ 2454 100/ 372 10o 297 10o 332 19 Tohal RSH gain (17+18)'PLF 1.00 2g96 1.00 4086 1.00 2217 1.00 17 27 Air required (din)'""' 1200 12DO 249 182 97 101 1112 163 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrJ"tsoit Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 p` EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUALJ. 74n Ed Name of roan FAMILY ROOM MASTER SUITE MASTER WIC BATH2 T Wall33.0 ft 21.0 ft 0.0 ft 0.0 ft 17.0 x 16.0 ft 13.0 x 18.0 ft 7.5 x 11.0 ft 11.0 x 5.5 ft Ceiings Condit Option 9.5 ft feaV000l 9.5 ft headmol 9.5 ft heatbod 9.5 ftj heatbod TYPE OF CST HTM Area Load (Btih) Area Load (BWn) Area Load @t h) A,. Load (Btrin) 6410SURE NO. HtgI Clg M Htg Clg ft') Htg Clg M Htg Clg M Htg Clg 5 Gross a 146 4.6 2.1 314 200 0 Bposed b 12C 2.9 1.9 0 0 0 vats and c 13C 3.2 12 0 0 0 c mrtd- d 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wrdmsand a 1C 37.0 0 0 35 1294 0 0 0 Liss doors b 8C 37.0 64 2365 0 0 0 0 c 0 HeaDrg c 9C 38.7 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 c 0 e 0.0 0 0 0 0 0 0 c 0" If0.0 0 0 0 0 0 0c 0 7 Widansand North 20.4 0 0 0 0 0 0 0 gLiss doors NEMW 39.4 64 2522 35 1379 0 0 C 0 C ootrig E/W 0.0 0 0 0 0 0 0 c 0 SESN 47A 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 Oherdocrs a 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 b I 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 250 1150 514 165 758 339 0 0 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 10 Ceilings a 16D 1.7 2.2 272 461 605 234 397 521 83 140 184 61 103 135 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 0.0 33 855 0 21 544 0 0 0 0 0 0 Not-: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 1peter 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 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 1 29.3 82 641 1876 5m 1ml M9 0 0 0 c 0 0 13 Sittdloss=6+8_+11+12 6706 4019 140 103 Less exernal felting 0 0 0 0 Less trarsfer 0 0 0 0 Heating redistnbutio n 0 0 0 0 14 Dud loss 10°/ 671 10°/ 402 100 14 100 10 15 Total loss=13+14 7379 4421 154 113 16 Irft. gains: No* @ 300 4 1230 1 300 0 0 c0 1200 0 0 0"" 0 0 0 0 17 SulabtRSH gain 7+&+12+16 5369 2827 184 135 Less extrPA coaling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution"" 0 0 0 0 18 Duct gain IT1 537 10°/ 283 100 18 101 13 19 Tod RSH gairi=(17+18)'PLF 1.00 5905 1.00 3110 1.00 202 1.00 148 120, Air required (drin) 75 263 135 138 5 9 3 7 PrintoLlt certified by ACCA to meet all requimments of Manual, J Th Ed. wroghtsc iflt Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 p` EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RIGHTWORKSHEET 0EntireHouseDEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 IV' 4"UpLj w"n Name of man UTILITY ROOM BEDROOM 2 BEDROOM 3 BEDROOM 4 2 Len h ofexposed v al 7.0 ft 28.5 ft 13.0 ft 10.5 ft 3 Roan dma>gors 7.0 x 10.5 ft 18.0 x 11.0 ft 12.0 x 120 ft 11.5 x 12.0 ft 4 Ceiings CaxSt Option 9.5 ft heallmol 9.5 ft he@Yood 9.5 ft heaVood 9.5 ft healKool TYPE CF I CST MW Arm Load (Btiii) Area Load W) Area Load (8Wn) Area Load W) Dgkx RE NO. Htg I Clg W) Htg Clg ft) Htg Clg M Htg Clg ftl Htg Clg 5 Gross a 14B 4.6 2.1 0 100 124 10c EV sed b 12C 2.9 1.9 0 0 0 vallsand c 13C 3.2 1.2 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 Wndwsand a 1C 37.0 0 0 15 554 15 554 1 554 glass doors b 8C 37.0 0 0 0 0 0 0 0 H rxJ c 9C 38.7 0 0 0 0"" 0 0 0 d 0.0 0 0 0 0* 0 0 0 f 0.0 0 0 0 0 0 0 0 7 VVndx4 and North 20:4 0 0 1 27 1 27 1 27 glass doors NEMW 39.4 0 0 0 0 0 0 0 Coorm ENV 0.0 0 0 0 0 0 0 0 S151SN 47.4 0 0 14 648 14 648 1 648 Sash 0.0 0' 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 127 18 40 229 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 Nd a 148 4.6 2.1 0 0 0 85 392 175 109 500 zn 391 175 ep- d b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 49 154 57 171 539 200 0 0 0 0 0 partbons 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 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 01 0 11 floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 272 0 Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 panel- 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 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 121 Infiltration a 29.3 8.2 18 528 148 15 440 124 15 440 124 11 440 124 13 Sutrtrfel hss=6+8-+11+12 1323 2999 2075 k" 1891 Less a darrd healing 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 101/1 133 101/1 300 10° 208 lUIX 189 15 Total loss =13+14 1461 3299 16 A gaus: People @ 300 0 0 0 0 0 0 c""' 0 Appl. @ 1200 1 600 0 0 0 0 c'"'" 0 17 Sublot RSH gait=7+8. +12+16 1199 1614 1343 1290 Less exfernal coofrig 0 0 0 0 Less transfer 0 0 0 0 Cooling redL4ribution 0 0 0 0 18 Dud gain 101/1 12D 101/ 161 10° 134 im, 1 19 Total RSH gain=(17+18) PLF 1.00 1319 1.00 1776 1.00 11477 1.00 140B 20 Air required (don) 45 59 101 79 701 66 63 63 Printout cffded by ACCA to meet all requirements of Manual J 7th Ed, c wragF-rtscOft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 r` E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7f24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IvmuPL,r /n to 1 Nane of room MASTER BATH 2 Leglhofexposedwal 23.0It 3 Raandms as 120 x 11.0 ft 4 Ceiings Caxft. Option 9.5 ft heatlood TYPE OF I CST HTM Area L.oad(BU,) Area Area Area EVOSURE NO. Htg Clg ft') Htg Clg Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 219 Exposed b 12C 2.9 1.9 0 v,& and c 13C 3.2 1.2 0 pattions d 0.0 0.0 0 e 0.0 0.0 0 f 0.0 0.0 0 6 Wrrb+sad a 1C 37.0 16 591 Iassdoas b 8C 37.0 0 0 H ui9 c 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 0 f 0.0 0 0 7 V*dwGad North 20.4 0 0 glass NEMW 39.4 16 630gdoorsCookENV0.0 0 0 SESVV 47A 0 0 South 0.0 0 0 Horz 0.0 0 0 8 Otherdoors a 11A 18.9 127 0 0 0 b 11A 18.9 127 0 0 0 c 0.0 0.01 0 0 0 9 Nat a 14B 4.6 2.1 293 933 417 ep-d b 12C 2.9 1.9 0 0 0 wals and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 132 224 294 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 Note: room b 0.0 0.0 0 0 0 painelr c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 kors) f 0.0 0.0 0 0 0 12 Infiltration a 29.3 8.2 16 469 132 13 Subodbss=6+8_+11+12 2814 Less eclerrd heating 0 Less transfer 0 Heating redistrbrfion 0 14 Dud loss 101/1 281 15 Total loss =13+14 3095 16 Ind. gain: People @ 300 0 0 1200 0 0 17 Subbot RSH gain=7+8 +12+16 1473 Less exernel 000ling 0 Less transfer 0 Goofing rectistrrbutim 0 18 Duct gain 101/ 147 19 Total RSH ga r=(17+18)`PLF 1.00 11 20 Air required (dm) 91 72 Printout certified by ACCA to meet all requimments of Manual J 7th Ed. wr gt rftsoft Right -Suite ResidentialT 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 4 coy, 3' bath duct eCWM4 . tc Dx6 w roof cap Fan 2- NCo 6s N T NE 696RNB es fl 0 s s 4, 4' t bath duct roof, c p Q 9 w% 12x12 rag 12.6 lwcd • NU l40 7' 9 IOx65l•cd an-llgh NE 763RLNB S 12x12 I.cd 265 — 5' 1848 r Ox10 4 1•cd 3' bath duct 6 - 7 '- - w%fanoF cap x1D rag m J NUT NE 696RN3 51 I0x6lvcd Cnzz 4 ` 65 -3 I0x10 4 d O 165 t r.------- w W 1 4' 0 M N d 1 18' 16' i o 110x6 lacd 80 IOx10 z 1 I I rag 111 f771 6' IOx6 I—d Ira' 6' IF 5 100 DMIII 3.0 TON V/IOKV 2240V 1PH 18,13 plen 4' dryer duct 24X14 RAD to roof cap platfarn by bldr g• lawMw w n/ 14x8 1•cdI j Cl CD I s-r O oRating r 00 w •• .. > o z o z LIJ Q F m F- Q Must have a minimum clearance of 4 -Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. M EL J (n C) 0 h CI'F;IYkI.1 1-1'lil'UGv-I GVi\7W+'GI GLJ IIY 1 '"WF' 1CJT-C 1 %JIX 11NL!,rV ::-'-rry u.•-rr rr•rrvr.r r yr k i TERNIITICIDES 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 DI.DIU.M OCTABORATESO TETRAHYDRATE 5990r9 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 44757-20TETRAHYDRATE BORA CARE NISUS CORP. DISODI.UM OCTABORATE Ti RAIYDRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIbE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATE CYRENTCSPECIALITY TERMITICIDEI CHEMINOVA CHLOROPYRIFOS 67760-10 INSECTICIDE CONCENTRATE DEMON TC' SYNGENTA: CROP PROTECTION, CYPERMETHRIN; 10182-107 INC. DRAGNET SFR FMC CORD: PERMETHRIN 279-3062 T1rRMI TICIDEIINSECTICIDE DREXEL CHLORPYRIFOS TERMITIObE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES; CHLORPYRIFOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP: SULFLURAMID 279-3196 STATION ; LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUBENZURON 68850-2 MARTIN' S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 TERMITICIDE I INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDEIINSECTICI DE 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 3125-455 SOLUBLE PACKETS file:/ IC:\WINDOWS\Temporary%201nternet%2OFiles\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 t APPROVALS NES REPORT MIXING DIREt TION'IS APPLICATION' Dig ECT;ONS t PRESCRIPTION TREATMENT BRAND TC 223 WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDE/INSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOW AGROSCIENCES,. LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDEIINSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279.3206 TENGARD SFR ONE-SHOT TERMITICIDE I INSECTICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506-6 TERMIDOR 80 WG TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL SCIENCES USA LP FIPRONIL 432-900 TIM7130R PROFESSIONAL • UNITED STATES BORAX 8 CHEMICAL COMPANY DISODIUM OCTABORATE TETRAHYDRATE 1624-39 TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 56431-1 TRIBUTE TERMITICIDEIINSECTICIDE CONCENTRATE AVENTIS ENVIRONMENTAL SCIENCES USA LP CYANO 432-767 VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-737.48 Note: This product is no longer shipped and distributed in the State; however, material In trade channels may be purchased and used ac c.ordinQ to label directions. Pesticide Product Brands: 34 Corripanies: 22 Listupdated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services. Termiticide for New Construction Registration Inquiry Form This page has been accessed times since March 4th, 2002 file:// C:\WINDOWS\Temporary.%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0 lcllh j A PRODUCT OF NISUS CORPORATION e/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No.64405-1 DisodiumOctaborateTetrahydrate(Na,B30,3.4H2O):........ 40.0% EPA Est.64405-TN-1 INERT INGREDIENTS: ........................................................ 60.0% U.S. Patent Nos.5,104,664 5,460,816 Density:11.51 pounds per gallon 5,645,828 6.426,095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply artificial respiration if Indicated. Contact a physician if warranted. If In Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. 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.) Arms. 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (800),264-0870 vvww msuscorp.com e I. MIXING INSTRUCTIONS I. GENERAL INFORMATION BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate containerthen add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B.. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2" In thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber BORA-CARE® is an innovative termiticide, Insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Ceratnbycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after, treatment. This will not occur frequently enough to cause structural damage to any wooden member. V. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CARE® solution into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the infestation is not accessible from the surface, small holes maybe 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 may be treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to include the infested area completely within the treatment zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: For treating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additional [jgb; sanding may be necessary before applying a new finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final jjq!]i sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected Infested wood and/or through small holes drilled into walls and baseboard areas. Holes should be spaced no more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARE' solution. If necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill tqe void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood. Apply foamed BORA-CARE® to void spaces at a 1:20 to 1:30 foam ratio (one [1] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void 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). K] A PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one (1) gallon waterto one (1) gallon BORA-CARE®(1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floorjoists, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARE® treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a 24-inch wide band of BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. VIIO 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. Vi ll. 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. X. 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 toapplication 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, comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply In rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA- CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat.a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 X. DIP TREATING LOGS AND LUMBER XII I. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result in a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimenslonal Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CAREsto inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may Impair or varythe results or effects of the use of this product. In any event, complete prevention of decay or insect infestation Is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by 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- CARES Diluted BORA-CAREsto inches) Will Treat Up To: Treat 1000 Square Feet 1/4 1,600 Square Feet 0.6 Gallons 3/8 1,067 1.0 1 /2 800 1.2 3/4 533 1.8 1 400 2.6 TABLE C.. Round Logs 1:1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA- CARES Diluted BORA-CAREsto 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. FTr C b' NPO WT 1 0 N 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 website: www.natevai.org INTERNATIONAL CODIE COUN iL,. 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 nisus(M-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 BOFIA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORA CARE is water.soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORA CARE is clear and odorless. All wood surfaces shall be treated according. to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water soluble, .treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the apppplicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and IVES 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 not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Page 2 of 2 Report No. NER-617 ! 5.0 IDENTIFICATION Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. . 6.2. Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 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.. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/ barrier termiticide treatment is required by the applicable code or local . code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA CARE was evaluated only forresistance to subterranean termites. 7. 6 BORA-CARE is water soluble and shall be protected as noted in Section4.3 above. 7. 7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. 6. 4 Test report; January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject to re-examination on a periodic the subterranean termite feeding and tubing near basis. For information on the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6. 5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 6 Test report, January 2001 Progress Report,110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6. 7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7. 0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 20001nternational Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeTM, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: j ONE BY WOOD — BUC( BYOTHERS CAM BETWEEN WINDOW FLANGE & WOOD BUCX _ CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BYOTHERSPERIMETER CAULK BY OTHERS FLANGE TYPE — WINDOW FRAME HEADER I EX' IEzBIt9B WINDOW HEIGHTFLANGE TYPE - WINDOW FRAME SILL PERIMETER CAUL BY OTHERS ONE BY WOOD SHIM AS RECb BUCK BY OTHERS SEE NOTES) 1 1/4' MN. INSTALLATION ANCHOR BUCK WIDTH TAPCCW EMBEDMENT SHIM AS ONNDG. 1 /4' SHIP SEE NOTES)'D FLANGE TYPE SPACE MAIL I CAUL( BETWEEN WINDOW FRAME WOOD BUCK * JAMB MASONRY OPENING C CONCRETE OR MASONRY BY OTHERS OPENING BY OTHERS Q\— INSTAU.AnP N N HOIA Q • EMBEDMENT A TAPCON SHOWN OTCA" ERCAByTH 8YOTHERSCAULK BETWEENBUCK WOWBUCCWINDOW WIDTH MA5Y-OPENING 1/ 4' SHI - BY OTHERS SPACE MAX EL'7E6f0$ CAULK BETWEEN EXTERIOR WINDOW FLANG FINLS H SECTI ON..2 WOOD BUCK BY OTHERS WINDOW IA B C1 BUCK D E HElfi{T K 2 SILL OTHERS / b 1I T WINDOW ` v9 HGT. F G i1 4 H I CAULK BETWEEN WIDOW FI.MIC.'E PRECYIST X VULKEL ELUAT1 ON PRECASTSILL1.15 ADHESIVEE CC AULIJLK ORBY OTHERS 'APPROVED EQUAL SECTION VIEWED FROM EXTERIOR C174EM NOTES, 1) SHIM AS REO'0. AT EACH NNSCALKTIDN ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOW FRAME MCMIA : ALUMINUM ALLOY 6063. J) USE LATD( CAUUEC BEHIND WINDOW FLANGE AT HEAD k UAMBS..SI L.MUST BE ATTACHED TO THE SUBSTRATE WRH VULKEM 115 ADHESIVE CN7U(• OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK, AT FRAME .fu- 5T COMPLY WRN S1iNANT MANUFACTURER'S RECOMMENMTONS. 5) USE LATE( CAULK FUR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTY E13M GLASS C SINGLE CUBING IS SHOWNHARTS INSULATING CLASS IS ALSO OUALIF= 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES TO THE 154E INSULATING CUSS SINGLE HUNG SERIFS. w cm"kT`Fu L FLO•Fr M A fl• 0. A F•. VJ NUFAZr NAM: G ERAL AJ tt- cENyM C u A TG' 42Tmr. A -::it, i i i tllig 1) YAHERE WATER RESISTANCETESTREOUAREIIENT OF 152 OF DESIGN LOAD APPLIES, POSITIVE DES. LOADS WILL BE LIMITED TO 4(A IEV ON: FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPEPSF DUE TO WATER TEST PRESSURE OF 6A PSF ACHES IN. TESL 2) QiSTALLA7INING USE 3/16 OA. TAPCON ANCHORS OF SUFFICIENT LENGTH TOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS ^t. SHOWN ON CHART. - 3) SEE ELEVATION FOR KEY 10 TAPCON LOCATIONS 41 NSTAU. i6 SCREWS OFSUFTICENTLT1GRiTOPRONOE5/4' MN. EMBEDMENT INTO WOOD BUCK AT •. ALL OTHER FACTORY APPIIm QES• NALUTON NOTES. 5) F EXACT WINDOW SZEISNOTLISTEDINANCHORCHART. USE ANCHOR OUANTITY U51ED NTH NEXT LARGER SZE. FOR THE APPROPRIATE DESIGN PRESSURE REOb. IMI V. Fmby Rd.•tpnW6laa. lx 7SXI6 •P-L 60%$IS=• Seem, iX: 757E1 C ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG WINDOWOAAw SIT 011D. R- YJil2 BBN/A 1NC 1ta1lP OZ ZO-dZ DATE SW RLxaw er Ea Z 10 26/Dt B GEN-0012 PREPARED IT: PROMCi TE04MMOKY CORP. 2W INNERNUMWL PKY. SURE 2514 NEATNOW, nn=A =46 M4MC 407 6W-O365 FAX 407 6O5-W66 COMPARATIVE ANALYST ATION CHART CALL WINDOW DESIGN PRESSURE TAPC(? NATANCHOR SIZE INCHES CAPACITY IN PSF LOC. I MtOTH/HDONT EXTERIOR NTESOR HEAD JAMBS . SIZE 12 13 19 1A X25 19 "I X M 2A 99 70 90 B 14 19 1/9 X 50 AA b 50 B FA FA 14+4 19 to X64 9A 54 52 54 52 B 9 F.0 14+5 1519 1/5 X 559A 19 VsX 53 45 45 8 FF 16 19 t X n 40 40 F 1H3 t/2 X 25 1/ 2 X 36 3A 51 - 51 B B FF FF 1H4 25 1/2 X50 6/6 44 42 N 42 B B F.0 1H4+4 1H4+5 26 1/2 X 54 9A 26 1/2 X 55 6A 41 41 B FF INS 26 1/2X 63 40 40 B FA FO e 30 9 z72 0IA X 25 . 30 1/ 2 X X/9 µ44 B F.0 FF 3OI44 4 30 1/2x W !f0 ttA 40 40 40 40B B FC3OX44-430 1/2 X W 40 40 B FF 30X4+5 A" 1A 30 X u 40 BFF300161A 1 22 23 37X an51B 37 X35 2A 40 40 B FF -. 24 24-44 37 X 50 SAID37X 54 XA 40 40 40 40 B B F0F 244-5 37X 552A 40 40 40 40 B B FF.IU 255 37X 63 37 Xn B F,0 4526 4539 X 45 X 35 3A46 40 40 B B F.Of.0 4aso . 45 X 506Aso 4o F.G.H I 454+5 46 X 55 &A 40 40 B B F.G.1U F.RHJ4583 45 X 63 40 40 32 y 1/0 X 53 1Ax 3e 2A 45 w 459 40 F,C MJ 3453 1/s X 50 6A 40 -,, B F.GB 34+4 34F5 53 1A X M6/653 to X 55 6A 4O 46 1 40 B. FAtQ 35 53fAX 63 40 40 B F - I 36 53 t X 72 4K E7 r CAULK BETWEEN WOOD INSTALLATION ANCHOR BUCK h MASONRY 3/16- DIA. TAPCON OPENING BY OTHERS ONE BY WOOD CONCRETE OR BUCK BY OTHERS MASONRY OPENING BY OTHERS _ SLUM AS REO"D. SEE NOTES) CAULK BETWEEN WINDOW FLANGE WOOD BUCK 1u 1-1/4- MIN. EMBEDMENT 1 MAX. BUCK WIDTH CK 1/4- MA%. SHIM SPACE SHIM AS REO' DVOINE.By SEE NOTES)T FLANGE TYPEAULK BETWEEWINDOWFRAMEOOOBUCKk JAMB AS'Y OPENING Y OTHERS GLAZING INSTALLATION ANCHOR 3/16- NA. TAPCON WOOD BY OTHERSSHIM. SPACE EXTERIOR \ U . CAULK BETWEEN PERMETER CAULK WINDOW FLANGE STUCCO DY OTHERS \ WOOD BUCK BY OTHERS '- CONCRETE WINDOW WIDTH OR MASONRY OPENING PERIMETER CAULK BYEY OTHERS BY OTHERS FLANGE TYPE STUCCO i'7- WINDOW FRAME - SECTION Z BY OTHERS HEADER - - COY{ yRAL i'1+VRMA B.O.,LF. WINDDW MAMNACTURER NAM: GLAZINGHEEIiGHT - WTH. - GENFRAar WMIf uM WINDOWHEIGHT EXTERIOR MASTER FT;+.I OIy/ NOTF A C 1) IJSMIY AS RED D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX• ALLOWABLE SHIM STACK TO BE 1/4-. D E _ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY fi063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k 3AM08. SILL MUST BE ATTACHED TO FLANGE TYPE THE SUBSTRATE WITH WLKEM 116 ADHESIVE CWLK OR APPROVED EQUAL WINDOW FRAME 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT SILL 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF rm1DOw FLANGE. PERIMETER CAULK 6) GLASS THICKNESS MAY VARY PER THE REOUIRENENTB OF ASTM E1300 GLASS CHARTS. BY OTHERS 7) WERE WATER RESISTANCE TEST REOUIREMENT OF 15S OF OESICN LOAD APPLES• POSITIVE DESIGN WINDOW LOADS TILL BE L MTED TO 40.0 PSF DUE TO WATER ZEST PRESSURE OF 6.0 PSF ACHIEVED LN TEST. H / ' I' B) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY DPET4IN0 USE 3/16- DIAL HGF. TAPCON ANCHORS OF SUFFICIENT 'LENGTH. TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCOMi LOCATIONS. _ 10) INSTALL RB SCREWS OF SUFFICENT LENGTH,•TO PROVIDE 3/4 MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERfACiORTAPPUEDNiSTALLATIONMOBS. IF FACTORY APPLIED HC•i5 ARE NOT PRESENT. 8SCREWSSHOULDBEPLACEDATMAX. 6- FROM CORNERS MAx. 24 D.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED W ANCHOR CHART. USE ANCHOR OUANTIT( US WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DEVON PRESSURE TIES 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. IRS PRIM ALSO APPLIES T:. THE 156G SEPSES. F \ G Nk MARBLE SILL STOOL ELEVA I IOI `I ' BYOTHERSVIEWED FROM EXTERIORloolV.CwbyR6.•CNTD81611.Tx Tsoo6•Po6 9ozz•oGeWX TS'• PRE - CAST SILL CAULK BETWEEN WINDOW FLANGE - BY OTHERS @ PRECAST SILL WITH WLKEM INSTALLATION. C'cT AIL 116 ADHESIVE CAUL( OR SERIES 1450/1550 FLANGE Ply APPROVED EOUµIM. sY HMO. s. N/Al BBSECTION 1 GENc, DATE STMREv SON B* [CNM el-- Ivz SHEATHING BY OTHERS B INS7ALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDI FRAME HEADER FIN TYPE' — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS B SCREWINSTALATION ANCHOR SHOW TYP.) EXTERIOR FINISH BY OTHERS / SHEATHNG J BY OTHERS B INSTALATION ANCHOR SCREW SHOWN (TYP.) CAULK BETWEEN FIN C SWEATING SHIM AS REO'D. SEE NOTES) 2 X WOW BY OTHERS Y YIN. FIN TYPE EMBEDMENT WINDOW FRAME CAULY " ETWEEN SHEA G h FIN JAMB BY OI...RS 2 X WOOD BY OTHERS WINE T' MIN. SIZE (it EMBEDMENT "D7H/H la % 1a xlax J SHIM AS REOb. SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINIS14 BY OTHERS FXT RIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.- I - ANCHOR (TYP.) 0 0 O O' 0 SILL STOOL. . 0 0 2 BY OTHERS 24' O.C. / M Ay- (TIP.) O 0 EOUALLY SPACE WINDOW ANCHORS (TYP.) HGL 0 O / 0 SHIM AS REO'D. 0. a" SEE NOTES) 0 {0 0. 0 0 MAX (TYP.) 2 X WOOD IBYOTHERS 1 J L 6• MAX. (TYP.) CAULK BETWEEN WINDOW FIN& ELEVATIONSHEATHING EMBEDMENT VIEWED FROM EXTERIOR SECTION 1 e;A 3 M,AIdUFAC'2'MER 11AME= CFvF—RaL-&LUULI L Y,ASTF,R FME # 3 1). SHR.L AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. - 2) WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT NEAR. SILL @ JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY vARY PER THE REQUIREMENTS OF ASTM E13DO GLASS CHARTS- SMOLE GLAZING K SHOWN. INSULATING GLASS IS ALSO OUAUFIED. a) WERE WATER RESISTANCE TEST REOu1REMENT OF 137E S DESIGN GOAD APPLIES. POSTIIVE DESIGNGOADSWILLBELIMITEDTO400PSFDUE10WATERTESTPRESSUREOFa.0 PSF ACwEVED N TEST. 7) ms,&LLAtON: IN FRAME mNDow IN0.09D N. DIA NAILS OR to SCREWS FFICff T LENFRAMEOPEGTHTO PROVIDE LmL 1 EMBEDMENT SUBSTRATE. B) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED TA NEXT LARGER SIZE. HUNG ISSHOWN. THIS PRAT ALSO APPLIES TO 1NC 1940 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE MSULAIIN. GLASS' SINGLE HUNG SERIES Joel X Unbl XI1.• L SERIES. 11 BB Ln. a MgyECN_ NA y Rm 7X 75Wei 6 • PABy1I81919902Z • OeBm. U 79 MBLY DRAWING LO TDL SINGLE HUNG WINDOW M:rt I N/ARK WfA 11 /n4/ m G£N-0013 I' MIX SHEATHING EMBEDMENT BY OTHERS CAULK REHIMD FIN EXTERIORFINISHBYOTHERS PERIMETER CAIAK• BY DINERS FIN TYPE —J WINDOW FRAME HEADER GLA2INGSEENOTES) EXTERIOR i j FIN TYPE WINDOW iL FRANC SILL i PERIMETER CAULK BY OTHERS / EXTERIOR J nNismBYOTHERS CAULK BEHIND FIN SMEATHING BY OTHERS I. HIM—L EMBEDMENT SECTION I r- WINDOW v101M' 1/41 MAX' SNIM SPACE B x Br WOOD BY III HERS SHIM AS REO•D. I 2 X WOOD BY OTHERS FIN TYPE WINDOW XB INSTALLATION FRAME JAMB ANCHOR SCREW 1' MIN. SHIM AS REO•ll GLAZING EMBEDMENT lSEE NOTES) 1/4• MAX, ` SHIN SPACE EXTERIOR PERIMETER CAULKMEOTHERS X8-I SIAALLATIQN AMC FU.SCREW EXTERIORFINISH CAULK BCMIND IN BY OTHERS SECTION 2 SHEATHING BY OTHERS WINDOW WIDTH WINDOWHEIGHT 0 0 0 0 o 0 2t• OC. WX.+<7TPJ WINDOWHEIGHT / HEIGHT SILL STOOL BY OTHERS SHIN AS REQ•D. o _ 0 0 0 0 0 6- MAX (TYP-) —•I --' L 1/4• )1F.X SHIN SPACE F_LEVATION XB INSTALLATION VIEWED FROM EXTERIOR ANCHOR SCREW 2 x WOOD BY OTHERS COMPARATIVE ANALYSIS 8 ANtHL1K LHAKI V V DESIGN PRESSURE NO. DF KB TCREVS NO. OF OA99 N NAILS REQUIRED IN FRAMES12ECAPACITYINPSFREQUIREDINFRAME INCHES) vIDTM/HCIGH EXTERIOR INTERIOR HEAD L SILL ! EA JAMB NCAD L SILL ! EA JAMB 20 a 30 40 l0 22 23 20 X 40 40 40 2 3 Z20X30404404 30 a 30 40 40 2 23 2 3 30 , 40 40 40 2 3 2. 3 30 X 30 O . GO 4040 404 2 2 4 40 X 30 40 40 3 23 3 3 40 X 40 40 40 3 3 3 4 40 X 30 4 X 0 104 404 3 3 3 3l1 40 40 3 23 1 3 30 X 40 40 40 1 1 30 . 30 30 . 60 w40 4040 3 1 40 4 1 1 CENTRAL F114®1IlJL A B.O.A,F4 MANUFACTURER NAME: MASTER . INOTES WATER REIGN ISTAN EWTTEST BE LIMITED )MUTED 10 .0IREMENIOF3PSFDUEDESIGNWATERFES PRESSUIRE OF 60 PSI ACHIEVED IN TEST. 21 1N$T pLLATIUI FIN FRANC WINDOW IN W FRAME OPENING WITH TWO BY WOOD TtUDS USING aB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MDL I• EMBEDMCIO INTO SUBSTRATE OR 0D99 1N DIA. NAILS. 3) 1F EXACT WINOOV SIZE 11 NOT LISTED IN ANCHOR CMARI, USE QUANTITY LISTED 2 VITH NEXT LARGER SIZE. 41 SHIM AS REO'D. ADJALCNI TO EACH INSTALLATION ANCHOR WITH LOAD BEARIAG SHIM EQUALLY SPACE MI1X AILDVABLE SHIM STACK TO BE 114•. ANCHORS CTYPJ 3) WINDOV FRAME MATERIAL- ALU'O ALLOY 6D67. 6) USE LATCk CAULK BEHIND WINOOv FIN AT MEAD. SILL L JAMBS. I 7) USE LATCX CAULK FOR PERIMETER SCAL AROUND EXTERIOR I D CLAW FIANCE. 81 GLASS THICKNESS MAY WART PCR REQUIREMENTS ff ASTN C1300 GLASS [HARTS. SINGLE GLAZING IS SMOVN. INSULATING GLASS ALSO WALIFIED. GENERAL9) M1100 SERIES PICTURE N WINDOWISSHOWTHISPRINT ALSO APPLIES TO 1900SE B. Crosby Rd. • CortoEloO. TX 23006, PD. Bm 819022. Dubs, uc ason.sm. INSTALLATION DETAIL SERIES I300/1900 FIN PV w 103105/021 B GEN00=: CAULK BETWEEN WOOD BUCK t aSDNRT DPENING BI .OTHERS CAULK BETWEEN WINDOW FLANGE t WOOD Bu[R CONCRETE OR MASONRY OPENING BY OIFERS i EXTERIOR FINISH - By OTHERS PERIMETER CAULK By OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE - WINDOW FRAME SILL PERIMETER CAULK Br OTHERS ONE BY WOOD BUCX IT OTHERS HnTFS, 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHW. MAX. ALLOWABLE SNRX STACK TO BE 1/i. . INSTALLATION ANCHOR 3/L6• GIA:.TAPCOM 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 3) USE LATEXCAULK BEHIND WINDOW FLANGE AT HEAD. SILL Q JAMBS. A) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. SHIN AS REO•D S) GLASS THICKNESS MAY WART PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. ISEE NOTES, _ 6, DESIGN PRESSURE CAPACITY DF WINGOV t INSTALLATION IS LIMITED TG ACIDPSF. 7, F DRINSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR NASMI OPENING. USE I 3/ 16• DIA. 1APCOM TYPE ANCHORS OF SUFFICIENT LENGTH TO PRDVIDE MIN. I-L/A' 1 EMBEDMENT INTO SUBSTRATE, PLACE ANCHORS W MAX. FROM CORNERS L 24• C-C. MAX. MIN. d BETWEENB, BUILD DOWN -AROUND CARVED PORTION OF. WINDOW FRAME TO BE ENGINEERED BY OTHERS. TRANSFER FROM EMBEDMENT - BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO A EOUATELY LOAD t'WINDOW TO THE STRUCTURE. 9, ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS TAT INTENDED TO LIMIT USE OF IRIS` 1/A• IMR PRODUCT TO THESE TWO COMFIGURATIDNS. THIS SHEET APPLIES TO ALL CONFIGURATIONS SHIM SPACE THAT CAN BE MATAFACIURED FROM THE 1450/1550 SERIES DESIGNER FILED WINDOW FRAMING SYSTEM. CENTRAL FLLORE DA Bi0_A-Fi MANUFACTURER Nam: G'ENER / 4c UHlIYt H MASTER FELE # 2 FLAUNG DTP. SEE IOTES) BUCK HEIGHT SHINAS REM SEE NOTES) DNE By WOOD 1/A• MAY SHIM SPACE a c EXTERIOR FINISH C G By OTHERS CAULK BETWEEN WINDOW 1-1/ 4• MIN. - FLANGE L WOOD BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16• IA TAPCON BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING By OTHERS SECTION I ELEVATION VIEWLD FROM EXTERIOR ej n 7 7 _rJL• MIDI VI17K- SWIM AS REO•D tSEE NOTES) FLANGE TYPE WINDOW CRAME WINB i/A• MAX. S SHIN SPACE 1-1/ A• HIN EMBEDMENT CAULK BETWEEN WOOD BUCK t MAST OPENING BY OTHERS Q • INSTALLATION ANCHOR LAZING (itt. C 3/IV DIA TAPCOM SEE NUIESI ONE BY VOOD PERIMETER CAULK HULK Br OTHERS BY OTHERS CAULK BETWEEN EXTERIOR FINISH WINDOW FLANGE By OTHERS WOOD BUCK WINDOW NDIx OCYOPENING SECTION B: OTHERS HEIC T HEIGHT / 2 2 I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR aa IGDI . r- h. Rd. • tw lilj , TS 75006 • PA. -- BISB22 • DIBm. TX 7SSBI oAAv1Mc 6 scl"_ INSTALLATION DRAWINGWING ONEHY BUCK SERIES 1450/ 1550' DESIGNER PICTURE WINDOW s••w n uaR. aI. sc.[ 1 N/ A B MYC ' Av^ KA D•r 1-IaEWISIDM 4 Hi Ea _ 3/20/02 B I GEN-OD29 SHEATHING V OTHERS CAW( BEHIND FIN EXTERIOR FINISH BY OTHERS PERIMETERCAULKByOTHERS I FIN TYPE . FRAME HEADER 1' MIN EMBEDMENT GLAZING (TYP.) FXTFRIOR SEE NOTES FIN TYPEFRAMESILL PERIMETER CAULK J BY OTHERS B INSTALL ATIoN J ANCH t SCREW (TYP.) EXTERIOR FINISH BY OTHERS CAL".K BEHIND FIN — SHEATHING BY OTHERS BUXD DOWN BY OTHERS F6 INSTALLATON ANCHOR SCREW (TIP.) SHIM AS REOT). SEE NOTES 4P MAX. SHIN SPACE WNDOWHEIGHT L-I MAX. 9HW SPACE SHIM AS REOT). SEE NOTES 1' MIN. 7 X FRAMING EMBEDMENT BY OTHERS SECTION 1 NO I) DESIGN PRESSURE CAPACITY OF NNDOW 8 INSTALLATION IS 40.0 PSF. Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING NTH TWO BY WOOD STUDS. USING 0.099 IN. DIA NAILS. PLACE .099 NAILS 6' FROM CORNERS MAX. R 6' O.C. MAX. BETWEEN. ' 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE, PLSCE SCREWS 6' MAX. FROM CORNERS 11 71' CC MAX. BETWEEN, 4) SHIM AS REO'O. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 5) WINDOW FRAME MATERUL ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMB$. 7) USE LATEX CAULK FOR PERIMETER SEAR-XROUNO EXTERIOR OF WINDOW FLANGE- a) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13W GLASS CHARTS. 9) BNLD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 103 ELEVATIONS. SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE TIOO/1'9001 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAY.- FLORIDA B.0.A.F4 MANUFACTURER NAME: MASTER FILE WINDOW "Dim { 1/a' MAX. i HW SPACE Two BY FRAMING I SHIN AS REO'D. N OTERS FIN TYPEFRAME JAMB YDMENT HEATWG Y OTHERS cIAZING (TYP.) BEHIND FIN SEE NOTES R FINISH BY OTHERS EXTERIORTIONEW (TYP.) WINDOWWIDTH BY OTHERS SECTION 2 WINDOW WIDTH i WINDOW HEIGHT ° , ° HEIGHT HEIGHT L- ELEVATION I - // 1 1-1 J ELEVATION VIEWED FROM EXTERIOR 1001 S. CloslT R1 • C9Nod1m. TX 7M . P.O. S. 8 SM . odd. TX _ 75MI q.wt pLXTIl4.. FIN INSTALLATION DETAIL DESIGNER SERIES 1100/1900 PICTURE WINDOW 98 N / A cA 3/n/02 B GENOC.6 CAULK BETWEEN WOOD BUCK B MASONRY OPENING BY OTHERS - INSTALLATION ANCHOR BUCK WIDTH ONE BY WOOD 3/16. DIA TAPCON _ GLANCE TYPE 1 A SWIMSUCKBYOTHER SHIM AS REOTI WINDOW FRAME SPACE CAULK BETWEEN WINDOW Q- ( SEE NOTES) JAMB FLANGE R WOOD BUCK CONCRETE OPENING a 1 1/4- MINI. BY OTHERBY EXTERIOR FINISH BY OTHER B7PEROMTHERETER UULK RANGE TYPE IMHEAD R DWHT EXTERIOR FLANGE TYPE WINDOW rRAME SILL PERIMETER CAULKBY07HER PERIMETER CAULK__- f I \ BY OTHERS SPACE MAX WINDOW WIDTH EXTERIOR CAULK BETWEEN WINDDW FLANGE WDOC( BUCK BUCKHEIGHT SECTION 2 ANCHOR (TYP.) H VAN OW B HEIGHT a PRE UST SLL By OTHERS CAULK BETWEEN WINDOW FLANGE A IIIPRE CAST SILL1WIMiN VULKEM CECTION 1 116 ADHESIVE CAULKADHESIVEESCHNEESEAL116ADHESIVE8500ADHESIVESEALANT NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAIL ALLOWABLE SHIM STACK TO BE 1/i 2) WINDOW •RAME MATERIAL: ALUMINUM ALLOY 6063 - 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT MEAD AND jAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE VAIM VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREMEAD 8500 ADHESIVE CAULK AT FRAME SILL. MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL .AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13M GLASS CHART SINGLE GLASS IS SHOWN, WSULA71NG GLASS IS ALSO OUAUFM 7), GENERAL ALWINUMS 1480 SERIES MODIFIED SLIDER 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. 5) DRANNG APPLIES TO INSTALLATION OF FLANGE FRAME WNDOW N CONCRETE OR MASONRY OPENING USE 3/16" INA IAPCON ANCHOR OF SUFFICIENT LENGTH To PROVIDE WN.1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS rOR KEY 10 TAPCON LOCATIONS, 10) INSTALL 18 SCREWS Or SUFFICIENT LENGTH TO PROVIDE 3/4' MN. EMBEDMENT INTO WOOD BUCK AT ALL ' FACTORY APPLIED INSTALLATION HOLES WHERE IAPCONS ARE REOT). III F EXACT -WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED MTH HE XT LARGER SIZE ONE BY WOOD BUCK BY 07HER EMBEDMENT T SHIM AS REO'D. SEE NOTES) CONCRETE OR MASONRY OPENING BY INSTALLATION Q NSTTALLATION ANCHOR 3/16' CIA. 7APCON Q CAULK BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS EINXTER OR BY 07KCR K fl G WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR_ o3-7c-vE- COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHARTI WINDOW SIZES DESIGN PRESSURE TAPCDN ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H.K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45. H,K A,G 24 x 48 40 40 H,K A;G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,.G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 4D H,K A,G 48 x 42 40 40 H,K A.G 48 x 48 40 40 H,K A,G 48 x 55 40 40 i,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 a0 H,K A,B,F,G 72 x 12 40 70' H;K A,G 72 x 24 40 40 H,K A,G 72 x '36 40 40 H,K A,G 72 x 42 40 40' H,K A,B,F,G 72 x 48 40 40 H,K A;B,F,G 72 x 55 40 40 H,K B,C.D,F,G FL®REDA B•®•AxFW 6Sk: I MANUFACTURER NAME: MASTER FILE # f IIAI r, CEooT 16• CmIeWW TT 7505i •W4 Im IIY072.6WIrA II ISM INSTALLATION DWG. MASONRY WJ ONE BY BUCK SERIES 1A80 MODIFIED MOR12ONTAL SLIDER WINDOW DRN cHxD uALG - BB N/A DAf< I Dwwc NAM[ 3/20/02 GEN0027. M 11LxNN WT _,MLA •AA (MN ep W1e4 4c wrta,n Home. mn, m .,Iu...Io•.. r.. tuK eaa .4•o-eoa nom. nra •Talc 1 7 SHEATHING CAULK EET%FEN FIN SHEATHING 2 X FRAMING BY OTHER & SHEATiNG BY OTHER By OTHERS 1" MIN - _ I CAULK BETWEEN B SCREW 'NSTALATION .EMBEDMENT - HIM MAX' SHEATHING &FIN S5nIM .A RE{5'D 510u SPACE BY OTHERS ANCHOR (TYP.) (SEf NOTES) 2 X FRAMING EXI,RICR FINSH EY OTHERS FIN TYPEBYOTHERS }, 1 MIN. WINDOW FRAME 'EMBEDMENT 1/4- MA7L JAMBPERIMETERCAULKSWIMSPACEBYOTHER T pe SCREW INST'ALATION ANCHOR (TYP.) F;N TYPE VCNDO'a SHIM AS REO'D FRAME HEADER (SEE NOTES) WINDOW M DTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS vXTERIQR FIN TYPE SECTION 2 WINDOW 6 MAX.(TYP). FR"E Su EQUALLY SPACE 6- MAX,(TYP) ANCHORS (TYP. 0 HEAD. SILL. SILL STOOL & JAMBS) BY OTHER to PERIMETER CAULK 1/4" MAX. ST OTHER SWDA SPACE SHIN AS REO'D 08 SCREW (SEE NOTES) WINDOW \ IN$TALATION \ \ ANCHOR (TYP.) 2 X FRAMING HEIGHT \\\\ BY OTHERS EXTEz:OR YO- B' Y GHERS CAULK •BETWEEN WINDOW FIN & r COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART WINDOW SIZE DESIGN PRESSURE S8 SCREWS REOD. 099 NAILS RED . INCHES CAPACITY IN PSF IN FRAME IN -FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24. x 36 40 40 2 2 2 3 24 x 48 40 40 12 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 1 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 4B 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2. 6 3 60 x 42 40 40 3 3 6 3 60 x 48. 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 3. 72 x 36 40 40 4 2' 7 72 x 42 40 40 4 3 7 72 x 48 40 40 4 3 7 4 5 72 x 55 40 1 40 4 11 3 7 tTRtl FLO A B-0-A.F. 11 SHEA' i1NG SHEATHING BY C'MER i- MIN. _ EMBEDMENT 1 MANUFAC'i'UR ER NALYE: SECTION 1 ANCHOR (TYP.) . "x/ /trrL •r(%//y/-/ CEr;ERc_ NOTES: 24' O.C. ` 1) SFV. AS RECD. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX.(TYP). MASTER FMEA # ' ' BE;RIN0 SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4. WINDOW MDHT2) W)•OW FRAME MATERIAL ALLOY 6063 1 - 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. L 4) USE LATEX CAULK FOR PERIMETER SEAL ARCJND EXTERIOR OF WNDOW FFAME. 5) G_'SS THICKNESS MAY VARY PER THE REOUIFEMEVTS OF ASTM E1300 ELEVATIONSr.GLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. . t )•"S r,,. 1001 V. Oda. t6•LmndhIk 10 'FD' 11 1l.D, III 1 < 6) DRANNG APPLIES TO INSTALLATION OF FIN FRAME WIN=OW w WOOD FRAME OPENING VIEWED FROM EXTERIOR,'•-•"- F W-- TWO BY W000 STUDS _USING 099 RI DIA Nx:_S C_.L SCREWS OF SUFFICIENT .' I.•. '•• INSTALLA710N. DRAWING WOOD FRAME STRUCTURELE`.:TN TO PRONOE MIN. t EMBEDMENT WTO SUS">TRA 7) - IF E!ACT WIND'JW' SIZE IS N07 LISTED n CHART, _;SE ANCHOR OUANTITY LISTED WITH SER:ES 1150 /1980 MODIFIED HORIZONTAL SLIDER H=LARGER SIZE ' 8) GE`•-RAL ALUM-NUM-S 1160 SERIES HORIZONTAL S-_L=D S S.OWIW. THIS PRINT ALSO - " % ORN c..r:M S:uL AG=:ES TO Tr 1980 NSULAI.NG CLASS HORQOIi:AL SUDER SERIES !,[ J/ _ BB N/A DATE 71703 rLo. tt+tl I Q3/I1/02 OAR: Sn RTMlIOF M INSTALLATION MULLION. ANCHOR ANCHOR MULLION ( TYP.) _ BRACKET ANCHOR BRACKET -CZNTRAL FLORIDA B° 0° IMANUFACTURER NAM: WINDOW FRAME JAMB TYP.) owe nv: GEN'70452 CSA d MULLION II I DIE NO. 1445 I II I I II I it I I it i II i I- g{ , INSTALLATION ANCHOR TYP.) R FIB # 8 SELF TAPPING SMS (TYP.) c SUBSTRATE MULLION DIE NO. 1445 SEE NOTES a ° a ;, ° I #2 & #3 I Q G 0 I 1- 7 /8"— SECTION B-B NOTES: SECTION A - A 1445 WHE I USEDL LATTO IMULLL SINGLEAPPLY HUNG AOND OR ALUMINUM P CTU EBWI DOWS SIDE IEBY LJEXTERIOR ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION, OFSUFFICIENT LH TTACH MULLION TTO ACHIEVE E /4" SUBSTRATWITH ,. DIA. CONCRETE SCREW ANCHOR EMBEDMENT INTO CONCRETE OR MASONRY. ING 3) IN WOOD FRAME OLTHR TO IAOCHIEVEA1—3/8'MULLION N. EMBEDMENTSUBSTRATE INTOSWOODIO SCREWS OF SUFFICIENT FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL 1445 ALUMINUM TUBE MULLION,DIEN0. AREA: --- DRN: JS APRVD:.---- DATE: 3/1 7/ 02 w WT/FT: — — — — SCALE: I-{ ALF MATL - - - - DWG No- GEN-0452 PHONE 407-805-0385 FAA 407-805-0360 PREPARED SY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, NEATNROW. iLORIDA 32746 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN- WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80. 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805QZ651 FAX 407 805-0366 CA020039 12•Jen-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 26.000 19.125 1609 26.500 30.500 37.000 48.000 53.125 1497, 1497 1497 1497 1497 622 515 486 466 465 465 38.375 331 262 2411 219 203 203 50.625 220 200 180 164 162 54.625 55.625 63.000 72.000 279 268 204 153 211 192 172 156 153 158 143 127 112 108 1171 106 92. 79 76 CHART APPLIES ONLY I TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT& APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020122 SUITE 250 FEB. 19i 2002 HEATHROW, FLORIDA 32746 02-0217 PHONE 407 806-03M / FAX 407 806WW GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 WDW. WTH. > WDW. HGT. V 16.000 24.000 30.00( 36.00( 48.0.01 60.001 72.00 FLANGE VERTICAL P.W. SIZES 16.000 24.000 36.000 48.000 53.125 73.000 1609 1497 1497 1497 1497 1497 622 515 486 466 465 465 331 262 241 219 203 203 1 279 220 200 180 164 162 I 268 211 192 172 156 153 158 143 127 112 108 204 117 106 92 79 76 153 CHART APPLIES ONLY TO MULUON #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 CA020123 SUITE 250 FEB. 19, 2002 HEATHROW, FLORIDA. 32746 02-0217 PHONE 407 805-03651 FAX 401805.03W MULLI ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MULLION DIE NO. 1446 SECTION A —A MULLION D;E NO. 1446 INSTALLATION ANCHOR TYP.) v ; ° SEE NOTES a ° 1 #2 & #3 1 1 a 1 0 v SUBSTRATE A a SECTION B- g CENTRALJAT/ g e MANUFACTURERip fit19,.LVlJS'1 Yg7RE o ry ;~ t `'• tTJ E X T E R I O R ELEVATION E,, ,4LyM (iy UM MASTERR FILE # Jr NOTES: 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 ALIJ M I N U M cOR P . SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: 'FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA --- pRN: RYD: -- FDWGNO'. 1' /1- SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD — JS FP.AWNG. wr/FT• ---- scALe: HALF MAIL _---Er, PREPARED NONE 107-BDS-OS6S FAX 4C7-0.5-O:eiBY: PRODUCT TECNNDL00T CORP...• 250 INTERNATIONAL PKWY. NEATHROW, iLORIDA 32746 r— DOGR WIDTH GI /A' MAX. SHIM SPACE - iNSTAL.LAiIGN AhCtCR SHIN AS F.E'0'D INV ALLATICN ARCHCR- TWO BY WOOD L8 SCREV SEE'NOT'E R8 SCREW 1-1/8 MIN. By OTHERS' TWO BY WOOD SHEATHING EMBEDMENT - IT OTHERS BY OTHERS CAULK BETVEEn . OCR FLANGE TWO 3Y WOOD SLIDING GLASS L SHEATHING BY OTHERS DOOR FRAME HOW BETWEEN JAMB HOOK STRIP t SHEATHING 1 1 SLIDING GLASS DOOR I NOOK STRIP SHIM AS REO'D. 1/4' MAX. (SEE NOTES) SHIM SPACE - INSTALLATION ANCHOR L1-1/8' MIK RB SCREW EMBEDMENT 1-1/8' HIM. . EMBEDMENT TEMPERED GLASS CAULK. BETVEEN ' STUCCO (TYPJ DOOR FLANGE OR SIDING L SHEATHING BY OTHERS SLIDING GLASS _ D00R FRAME SHEATHING PERIMETER HEAD . HY OTHERS CAULK BY SHEATHING OTHERS PERIMETER - _ Bi' OTHERS TEMPERED GLASS CAULK S STUCCO. (TYPJ STUCCO OR SIDING TEMPERED - OTHERS OR SIDING BY OTHERS GLASS (TYPJ BY OTHERS SLIDING GLASS DOOR i INTERLOCK i :Gt;. - DOOR TO` HEIGHT SECTION B-B HOOK STRIP DETAIL Lp I D>4 vDERS _ A' l:a`t.- a a IKER wALLATI, atSMW N.Lm 6061MaRIN2(OKVS AISi LE OF TtffiCiENT LENGTH 7A AS" N M!N [NLEUCMTQi-VY INTO V000 T.CON 7YK INSTNIATION NCMmeS AT SILL At RE OFTurrIC1ENTLENGTHTOACNMVCNIME.%#Ep6NT Or 1-Va' INTO NA.'MX(T :% CD RETE- O) INSTALLATION ANCHOR [NNIT a DAM Q TMS TKC7. al USE TILICONTZED ACRYLIC CAULR iMINO l R SEAL AT MEAD LEXTERIORWUSESILICCNIIZCDACRTLtCCAL" TOP PERINTCR SEAL ANOIAND ESTE OUA Cr DOOR mce 1 ' i> r CaKi D®e S12[ IS NOT LiSTCO IN NCN P CNARt. USE GNr,Ioa OUA IC" FINIS ED C CNt SLIDING GLASS - LARfs-R T[ZC. f0! SIZES APSE CLOSESTDESIGN PRESSURE RCO'n7) fOl OdcEt OCO1 LRCS USE CLOSEST LTPASS DOOR SIIC l CO IGWUTIdI TO fWMll O'UUN. DC•OR.FSIL L B B RACE INSTALLATION ANC)QS, IN "GAT Or ImR STRIP AS SHOWN. t Rl GLASS 7NICwGEi2 GY7 WART PER RCOIARENNTS Or AS7M CI000 CLASS [NARti 1OOI UNIT IS ApmvCD USING TENPCRED GLASS IN SINGLE fLAZEO OR INSULAi1NG (SASS10) AANR A IT I COINCRS ARE TO RE -CALCD .17N A SHALL .101NT SEAN SEALER. V I1) S.I.SAS REO'D AT CA SET Ir INSTALLATION ANCHORS NAa. ALLWAAE TNIM ITACX TO !E i/N'. lz) ALL INS7ALlATId ANCHORS KMT SE nA BE Ir CORROSION RELISTA-7 NATERIALT. A Im C mERE w- WK CIEARE f tKTED PANEL ELNC wii ON LLKC[ Wa TNTS SW -El' GNED EXTERIOR E L E V A T I O N ") SNECTALL ION C`.RA/ L MOCK CSTEp STAAIILC APKTNTo INSTALLATION L C iL`iTOM EMBE MENi C0N[GNAT[ lM. Em.BED ENT 2 PANEL DC 2 SHOVN 151 fLORIDA EXTRuORS' 1000 2-cAtCi ril01NG fLAST DOOR 1S SMWN. THSS. PRINT ALSO APP. TO 2000 SERIES AND SDO Tp{ES 7 A C EXTRUDERS REVI .DESCRIPTIONDATEIINIFLOPIDALIBERaILTAPPT \ IN.I . INC. SPNFORD FL. C ALIKING ENDER SILL !NSTALLATIJ+ ANC' NOR 1 DR SET SILL. IN BED TITLE SLIDING GLASS DTH DF C_NCRE : 3/16' DIA. TAPCDN INS T ALL-.TIGt t WITH €8 SCREEN'S SECT ION ' A. -A I DP.AWN BY: 33 P.PPROVED BY: Ft 1 2902 ! I ISCALE: MT: ID A ;L``.... G Cr I 8 SCREW INSTALLATION ANCHOR .CHART.. NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE LIP To I46 PSF TO 61 PSF TO I UP TO 46 PSF TO 60 PSF 61 PSF TO 70 PSF up ip 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF CONFIGURATION 45 PSF EO PSF 70 PSF 45 PSF 4 4 4068 XX, OX, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 4 q t 5068 Xx, 0x, X0 60 x 80 6 6 6 8 8 g 4 4 4 6068 XX. 0X, X0 72 x 80 _ 8 8 8 8 8 e 4 4 4 8068 xx, 0x. X0 96 X 80 10 10 10 8 8 8 4 a a 10068 xx Ox x0 I20 x 80 6 6 10 10 10 5 5 5. 5080 XX, OX, XO 60 X 96' 6 8 8 10 10 10 5 5 5 6090 Xx, OX, XO 72. x 96 8 10 10 10 10 5 5 5 Soso XX, OX, X0 96 x 96 10 IO 10 10 10' 5 5 5 0080 Xx X x t20 x 96 ' 6 6 12 _ l2 12 6 6 6 50100 xX, ox, XO b0 X 120 6 11 8 12 ' 12 12 6 6 7 60100 xX, OX, X0 72 X 120 8 12 12 12 _ 6 7 8 Xx x'X 96 X 120 8 8 g 4 4 4 9068 OXO 109 1/8 x 80 12 12 12 8 8. 8 4 4 4 12068 OXO 145 1/8 X BO 14.I 14 14 8 8' 15068 0x0 181 1/8 X .80 16-: 16 16 10 10 10 Soso 0x 109 1/8 x 96 12 12 12 10 10 5• 5 12080 OXO 145 1/8 X .96 14 a 14 t0 10 t0 5 5 5 15080 0XO l81 1/8 X 96 12 12 12 5 7 8 90100 OXO 109 1/8 X 120 12 2 2 t2 12 12 5 7 8 120100 Ox0 145 1/8 X 120 4 4 4 8 13 8 4 4 4 9068 XXX 106 5/8 x 80 12' 12 I2 . 8 8 8 a q 4. y •_ ,• _ 12068 XXX 142 5/8 X 80 14 t4 14 g 8 8 4 4 4 15068 XxX 178 5/8 X BO 0 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 Msr "•-•• •`•• •. 1,2080 XXX 142 5/8 X 96 14 14 14 10 10 10 5. 5 15080 XXX 178 5/8 X 96 6 6 16 1 6 7 8 90100 XXX 106 5/8 X 120, 12 12 is 12 12 12 I 12 6 7 8 xxx 142 5/8 X i2o 4 4 g g 8 4 4 4 10068 OXXO 119 5/8 X 80 I2 12 12 18 8 g 4 q 4 _ 12068 OXXO 143 5/8 X 80 14 I4., 14 8 8 4 4 4 16068 OXXO. 191 5/8 x 80 18 t8 18 i .xx 12080 OxxO x 143 5/8 X 96 12 14 12 14 12 14 0 10 10 10 10 10 5I5 5 5 5 5 16080 OXXO 191, 5/8 X 96 l8 18 1.8 1010 le12 It 6 8 100100 OXXO J 119 /8 X 1 0 12 12 12 12 2 6 7 8 120100 OXXO 1143 5/8 x 120 14I 14I 14 19. 12 12 12 6 7 8 160100 OXXO 191 5/8 X 120 18 l8 4 4 1 Xxxx 12068 XXXX 4 X tsu I. 1a1 1!a X 80 12 I la l2 I la 12 14 B* 8 8 8 4 4 I 4 q 4 4 1606E XXxx 189 1/4X 80 16 i6 16 1 1 1 10080 XXXX 11/ 1/4 X b 12 12 12 I 10 I ]0 I ,Q I 5 5 g EXTRUDERS 12D80xxxx1411/4 X 96 x 96 is to 16 la 6 l0 10 n FLORIDA INT. IN, SANFORD. ': L- 160fi0 Xxxx 189 1 /4 16 12 12 12 12 5 i00100 XXXX 120100 XXXX lli 1/4 X .120 41 1/4 X 120 I 12 I{ 14 l2 14 14 I2 I12 1 2 2c_ I7 Q . 1s SLIDING GLASS DCG7 _ 1 - ^ 8 S``EWS 16GiCC XXXX 1-39 1/4 X !20 6 16 19 12 INSTALLATION gg is/21/01 INCHCR NC ES'- EN( NG O '! J/T4'J VG. BUCK USA SAME 3+J. - n— ANC: -OP N'. T._— s:cr•:nt CIVI•_ .`.0 N.. °`ti•.0 FL:X=[c7 K•. r-n CONCRETE OR SHIM AS PE•C'D INSTALLATION ANCHOR MASONRY OPENING (SEE NOTES) 3/16' DIA. 1APCON :.-1/4' MAX SKIM SPACE ca+a TOR OPEN y' ATD7._s INSTALLATION ANCHOR EMBEDMENT 1 1/ 4' HIM. MASONRY ING ByOTHERS CAULK BETVEENDOORCLANGS i VOp. BUCK CAULK BETVEEN RH SCREW ( T.YF, VHERE TAPCONS ARE NOT REO'DJ ONE BY vpOD a I ONE BY VOOD - CAULK $ETVECN 1NSTALLA.TA ANCHOR PEP1Ri-TER WOOD HULK t S'Y. OPENING BUCK BT OTHERS BUCK BY OTHERS vpOD BUCK t 3/16' D10. TAPCON MA$-T: OPENING CAULK BY BY OTHERS 1 1/4• MIN BY OTHER$ OTHER EMBEDMENT SLIDING GLASS V CAULK $ETVECN STUCCO By 1<- RS . 4 c DOOR FRAME JAMS V CAULK BETVEEN AIDING GLASS DOOR HOd( STRIP t WOOD BUCK i HOOK STRIP VOOD BUCK S I MAX Q MAST. OPENING p i I DSHIN SPACE SHIM BYOTHERS SHIM, AS REO'D. I " SEE NOTES) 7-1/4' HIM.EMBEDMENT Q V d INSTALLATIONLIA ANCHOR 3/16' DIAL TAPCOM TEMPERED GLASS p CAULK BETWEEN e OOR. FLANGE INSTALLATION ANCHOR TTPa t VOOD BUCK aB SCREW ( TYP.. VMEPEJ TALPCONS ARE NO RCO'DJ ONE By VOOD SLIDING GLASS PERIMETER a BUCK IT CITHERS DOOR FRAME CAULK BY HEAD I CONCRETE OR ' OTHERS MASONRY OPENING STUCCO BY OTHERS BY OTHERS S.G. D. VIDTH U CO t GLASS , A B.O.A.i .T TEMPERED - GLASS (TYPE SECTION YP}RED B I[ 1FACI'[JRER N4YE SLIDING GLASS DOOR 1 '+`T-• A X r .> rG INTERLOCK . i- HEIGHTMASTER FILE # H00K STRIP DETAIL A 1) DOOR MATERIAL. ALUMINUM ALLDT La61 2) i.PCOM TYPE INSTALLATION ANCMOtS HAIST K OF SIfFICICNT LENGTH TO ACHIEVE HIM. EMBEDMENT or 1- 1/A' INTO MASCMRi OR CONCRETE. 7) ALTERNATE1APCONINSTALLATIONAKHORSFRONTTO DACX IN ALL fRAK MENDERS. Al tA CON AMOmR CHART ON SACK 7 IMS SKC7. ACRYLIC CAULKIIEMIMVDOORFLA.Q AT HEAD L J.M[i 1 USEMICONIZEDaUSESILICOHIZCDACRYLICCAKFORPERIMETERSEN. AROIMD EXTERIOR OF DOM USE ANCHORQUANTITYLISTEDVITNNEXT m EXACT DOORSRC1SNOTLISTEDINANCHORCHART• I— SIZE. FOR INC DESIGN PRCSSURC RED'1 Ill FOR POCKET DEER SIZES USE CLOSEST ["ASS DOOR SIZE L CO.IGUNATIFIN TO'FURISKD.OPENIN4 O A PLACE 7APCMCj INFRONTOFRRSTRIPASI.'. S) GLASS 7MICXHCSSM+ vART PER REwGNATED OF ASTC O.ws2 CHARTS. FILLED VITN PB SCRtvs WC 101 ALLFACTORYAPPLIEDNO.1% HOT DESIGNATED ftW iAPCOHN .MEHalRe SHOXO K DUCK ' SLIDING GLASS3 B Cr SUFFICIENT LEMGIN 10 PROVIDE MIN " CnREDNENT INTO VOOD USING TEN ERED GLASS IN SINGLE GLAZED Cot INSLXAi 1HL GLASS. CODR FRANC SILL IU DOOR UNIT IS wPPROVCD Ib- JwHND / SILLCORKRSMCTOaSEALED VI7M A SHALL N1 SCAM SEALER SHIM AS RED'D. AT EA SET Of 1.11Mt.ATIOM ANCHORS wi ALLOWABLE SMIn STACK TO DC 1/A'. p N' 13) I l.) ALLINSTALLATIONANCHORS nuST K MADE Of CORROSION RL'IST ANT w7ERiwli. 1S) ALI I 'A REPRESENTS RS Mu .AMCL AND T RC RESENTS FIXED PANEL APPROVED APF AS LISTED ON A R ON .ACNE A• COH IGURAf10Ns SMOARI S AVIHIS I. W IU MOl ALLCOWIGLRRATICINSLISTEDA1%V ARE ,,, On THIS ORAVIK+. ALL INSTALLwIICRN IE 1-I• HOOK Si RI DCT'AX APPLY t0 IN$TAUAT10n OF ALL APPROVED EXTERIOR ELEVATION SECTIONS 'A -A•, L COI• IG RAT IONS B PANEL DOOR SHOWN 17) INSTALL ONC IAPCON IH EACM PAIR OF FACTORY APPLIED:ALLATION HmCS UNLESS HATED EMBEDMENT ON [ SEC ! ACNE 01' THIS SKIT. ALSO APPLIES TO OTKDA (LASS DOOR1SLOVHLTHISPRINT0 • • . d u! d _ I-1/ 4' MIN. .. ERT. IR) fLOtIDw EXTRUDERS )00C SERIES SLIDING EXTRUDERS 10 EX2000SERIESAND SDD SERIES. A °EXTRUDERS INI APPLY L"PIDALIBERALLY INT. INC. SANFOPDCAULKINGU+DER SILLORSETSILLINBEDINSTALLATIONANCHOR7DgESCRIPTj10ND,'TE TITLE: SLIDING GLASS D R Or CONCRETE s/ 16' DIA. TAPCONSECTi N INSTALLATI NWIIH TAPE NS A -A DRAWN HY: BB I APPROVED BY: 1!Ir.A I I n.•rr. in Y7C /n1 Icr.H r. IJ C nu.r• - r. rvnF•;)H w FC 2 4 ANCHOR NOTES: TAPCONS ARE PEO'D. IAPCON ANCHOR CHARI NOMINAL DOOR QUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE UP 7p 46 PSF 70 61 PSF Tp UP TO 46 PSF TO 61 PSF TO PSF UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF CONFIGURATION 45 PSF 60 PSF 70 PSF ' 45 PSF 60 PSF 70 4068 xx, OX, x 48 X 80 3 3 3 4 a 4 a 4 a 3 3 3 4 4 a 5068 xx, OX. x0 60 X 80 3 3 3 4 4 4 3 4 5. 6068 xx, OX, XO 72 X 80 4 4 4 4 4 4 3" 4 5 8068 xX. Ox. XO 96 X 80 5 5 5 4 10062 Xx Ox X 120 X 80 6 6 4 4 5 5 4 5 6 Soso xX, OX, XO 60 x 96 3.' 3 5 5 a 5 6 6080 Xx, Ox, XO. 72 X 96 4 a j7: 5: F'5j 5 5 4 6 6 BOBO Xx, OX, X 96 X 96 5 5 5 5 4 6 6 10080 Xx X. XO 120 x S6 6 A 6 6 5 6 7 50100 Xx, OX, XO 60 X 120 3 3 3 6 6 6 7I 8 60100 XX, X- XO 72 X 120 4 4 4 6 Dl) 0 0 xx. X X 96 X 120 5 4 4 4 3 4 5 9068 OXO 109 1/8 X 80 5 6 4 4 4 3 4 5 12068 OX0 145 1/8 x 80 7 157 9 CD2) 3 4 5 15068 OXO 181 1/8 X 80 8 1( > 4 4. 4 a 9080 OXO 12080 Ox0 109 1/8 X 96 145 1/8 X 96 7 8 (D1iE 9'S ) " r. .5=r! cxi.S .• i5 4 6 6 15080 Ox0 90100 OXO 181 1/8 X 96 109 1/8 X 120 8 5 5 6_ i. 5 5 b=..,' 5 y:A151"%LS 5 Dll 6 8 8 10 10 120100 OXO 145 1/8 X 120 7 6 6 7 (D1) 6 3 S 9068 xxx 106 5/8 X 80 5:;-,-.. 4 " 4 TM 4 3 4 S I2068 xxx 142 5/8 x 80 7 7 8 (D1)= 4 = 4. Ia 4 3 a 5 15068 xxx 178 5/8 X 80 8 1 4 5 4 5 5 4.. 6 6 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 I 6 6 12080 XXX 142 5/8 X 96 7 8 (DI) 9 02) 5 5 5 a 6 6 15080 xxx 178 5/8 X 96 8 1O 6 6jpOlOO 6 8 I 10 90100 XXX 106 /B X 120 5 6 6 6 7 6 8 10 xxx 142 5/8 x 120 7 nc 1n < 3 4 5. 10068 OX xO 119 S/8 X 80 6 6 7 (Di) 11 4 4 4 4 3 4 5 12068 OX i43 5/9 x so 7 7 8 iDl) 4 4 3 a 5 16068 Xx0 191 5/B x 80 9 10 (Dl> 12 (D3) 4 4 4 4 b b 1 d X%U 7/b X 7b II b• 6 7 (Dl) 5 5 15 4 I 6 6 12080 OXXO la3 5/8 x 96 8 (DI) 9 (D2> 5 a 6 16080 Ox xO 191 578 X 96 1719 n) 1a ( ) 5 5 5 10 I 1 I I 10I3(D I ( 6 6 8 0 OxxO 195/6 20 0 16 7)160100 100XXXX 4. X 4 4 14 3 I 4 5 12068 XXXX 1 141 1/4 X 80 7 161 7 18CD'I) 4 3 4 5 16068 XXXX 1/4 X 80 9 (DI) 10 (D2) 12 (D4) 4 4 4 1189 185I55I46I 612 80 xxxx - 1 141 1/4 X 96 7 Dt) S CD2) 5 5 4 6 6 16080 xxxx 16000 189 1/4 x 96 9 (DI) J to ( 4) 3( G) 5 6 6 DI) 6 8 10 xxxx 117 1/ 4 X 120 IIIIII 6 7 DI) 6 6 17 ( DI) I 6 I 8 I 10 i20100 xxxx 1141 1/4 X 120 7 B DI). I 10 cD3) 6 I 6 7 01) 10 160100 XXXX 189 1/4 X 120 i0 (D2) I 13 05a I 15 (D7) r 1) IN SOME CASES IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE REDID. ALL -TWO 2) IN,ONEASET.OFTINSTALLATION HOL ES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) FOURMSETS OFINSTALL ] STALLATIONTWO PCONS IN HOLES6) 'D5' MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A. FIRST ADJACENT`T0 INTERLOCK OR BUTT STILES IN HEAD S SILL. B: SECONDLY, AT EACH END DF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS 1N HEAD L.SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZEDASFOLLOWS - A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, .AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C= LOCATIONS IN JAMBS OTHER THAN AS LISTED 1N A L B. I O( / EXTRUDERS R I L AINT. INC. SANFORD. FL. SLIDING GLASS DOOR TAPCON GLASS CHART c. c:mac na» gB ric 014/ 02 1/ ram. CIVIL s:.:N. T. S. CAA 16 FLANGE GENERAL ALUMINUM CORPORATION VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES I a it & us. eu o i mm nIF #1446 - Ml-vlrlu Vm mv.-r.....r -•- •- - - - wow. wTH. > 19.125 26.500 30.500 37.000 48.000 53.125 WM. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70. 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN: 11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-0365 / FAX 407 805-0366 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24"000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446.WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 01-1201PHONE407805-0365 I FAX 407 805-0366 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) SEE NOTES --I 2 & #3 I D d INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP-) MULLION ANCHOR BRACKET. D v MULLION DIE NO. 1447 IPR 6. ibA B- 0- -.J. DJ@Rj.CTURER NA a MULLION4 ram A I A i i t.-4 , i i i i M DIE N. 1447 D WINDOW--" FRAME HEAD ' ' TYP.) SECTION B-B U 3 DWG MO= GEN-0453 INSTALLATI N ANCHOR CT YP.) SUBSTRATE SECTION A — A 1 OT MULLI N INSTALLATI N DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, OR PICTURE WINDOWS HEAD TO SILL. EXTERIOR WHEN USED TO MULL SINGLE HUNG AND 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16, DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE I-1/4MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF .SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. 4) MULLI N ATTACHMENT 'IN SECTION B-B IS. TYP. AT .IAMBS, ca GENERALALUMINUMRP.. r. J TEXAS CARRLLTGN, e ",_`.., : r•y;( •:.'` .' . u `; TITLES FIN H RIZ NAL MULLION INSTALLATION DETAIL f.; ALUMINUM TUBE MULLION, DIE NO. 1447 , n t," o AREA, DRw BB AaRVD, ---- DATE' 3/17/02 V - A N, ' C DVG NO, EEE : <'a VT/FTC SCALE HALF MAIL,---- GEN-0453 r- . . IlSPARE4. v PROOIL .. pKvr., 1EA7/OV. FLORI OA 32746 PFOE 407-805-0363 Fax 407-90-0366 itECw0.0Gr CORP INTERNATIONAL d` P 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'r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND. DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 DWG NO: ,4-0450 MULLIC ANCH( BRACK[ WINDOW FRAME JAMB TYP-) STALLATION JCHOR YP.) MULLION I I I I DIE . NO. 1448 I II 8 SELF TAPPING i II SMS (TYP.) I II I II I H I I I MULLION INSTALLATION ANCHOR ANCHOR I BRACKET (TYP.) IVI ULLII.J IV DIE NO.. 1448 SECTION A —A ° o ° i SEE NOTES 2 & #3 SUBSTRATE F a a SECTION B—B CENTRIK.1il, FLORIDA MANUFACTURER NAME-. EXTERIOR ELEVATION c-„R,L ,4 c.rYdir MASTER FED # - a NOTES:NUM d 1) MUw N IUSEDL TO IMULLON DESINGLETAILS AHUNG APPLYOND. OR IP CTUREBWINDOW SIDEIEBYO CjENERAL ALUMINUM C1448, SIDE. CARROLLTON; TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WIT 3/16" FIN VERTICAL MULLION INSTALLATIODIA. CONCRET TSCREW AO CONCRETEHORMA0RYTENT LTH. TO ACHIEVE 1-1 4" MIN. nnE.ALUMINUM TUBE MULLION, DIE NO. EMBEDMENT I1V3) INWOODFRAMECONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ---- DRN: JS APRw:-_-_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD WT/ FT. SCALE: MAIL ---_ FRAMING. ---- HALF PREPwP. ED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKwv, KAtHROW. FLCMDA 32746 PHONE 407-605-0365 FAx Y• GENERAL ALUMINUM CORPORATION FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 18.000 24.000 30.000 36.000 48.000 53.125 WDW wTH. > WDW. HGT. V 379 36.000 506 427 390 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. CHART READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 8 APPLJCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEA THROW, FLORIDA 32748 01-1201 PHONE 407 805MM I FAX407, 806MM GENERAL ALUMINUM CORPORATION FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART P.W. SIZES ALUMINUM MULLION, DIE #1448 WDW. 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 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 260 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN. 11, 02 HEATHROW. FLORIDA 32746 01-1201PHONE407805-0365 / FAX 407 805-0366 4 1 t ri\•,. tJ'1ti 'tY i)t*. b' _ Y4 .l f i.. 9 JTl6 1. TESTED IN ACCCRDMLREI EWITHSTAIDAEJIICING CCOE. 0 AFTER 17. TO A POSITIVE APO NEGATIVE 37.5 PSF.' 2. DA94 )' AABDp REPRESENT VARIOUS SECTION HEIONTS. - 3. FOR SECT 16N 7' H1C H DOOR . 9HDWN. II• HI OH DOOM HAYE FIVE SECTION'. 4. SECT ICH HEIGHT OF 20.812. 19.00 k 16.7E ARE AVAILABLE AND MAT BE USEDINCCWBINATION TO ACHIEVE VARIOLS HEIGHT DOORS. - 5. EIMOS%EM PATTERN OF 14.50 X 20.375 SM. ALTERNATE PATTERS OF 12. 50 X 43.375 AID 12.50 X 20.375 AY BE USED. S. TORSION SPRHXS SHOWN. EXTDSICN SPRING$ AVAILABLE. 7- USE THIS 9tAOCET. REF. P/N 405964-0002. CN 6' HIGH DOORS ONLY. PANEL 6. WINDOW MAY BE METALLED IN THE TCP SECTION OR THE SECTION SECT,C3'N IM.EDIATEL,Y BELOW THE TOP SECTION. 2• X 6- WOOD J" 2'- X 4• WOOD JAYS. OR EOUI VALENT . H'405964-OD01 114• TRAO( BOLT 5/16 X 1 3/4' 5• REF LAC SCREW DETAIL " E' SCALE: 1-111 9. YmC STRUT PLACD.EM ON. TXJORS CO.6TRUCTED WITH 5 OR MORE SECTIONS MJST BE urra COISISTENT WITH THE DOOR SH WV. THE STRUTS FOR THE ADDITIONAL INi TER ALE A FI 8 RI SECtIOS ARE TO BE PLACED AS SHOWN ON THE THIS SECTION. , p 10. THE STRUT PLACD.ENT DIMENSION ON AiL SECTIONS LESS THAN 20.612' REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT R 20.812'. 11. -SCREW P/ N 605911-ONI IS A.1/4• DIA X 5/6• I= TYPE AS HEX HEAD METAL SCREW B" . 12.•POST TO BE INSTALI._ED ONLY WHEN HIGH WIND WARNINGS ISSUED. 13. STRUT PLAC3DENTS CAN VARY 0-. 14. OJAMIiY FOR LOCK$ -CAN BE 0. 1. OR-2.- - HINICiE iRAPJC T I.••--. 966 ENC 4 B 000 2. 093 aVIEW "D- Li= , / e• DSB 2• TRAOC I 049 TW (VERTICAL) s ,/ /-2• X 6• WOOD JAWSECTION "C-C" 0D . 2' x 4' w0JAMBRS 'D' SCALE: t/2 OR EGA VALENT . rFpRIZIII Al TM E CONTERBALNNCE OPTIC?NALSPLICEIN HORZCNTAL TRACK AT 461665- 0004, TOP OF RADIl15 TYP 2 PLCS 404M-0003 D• TYP 2 PLCS STMDARD TRACK DETAIL FOR 16. -VYV1 4oa6z6-ao0s SCALE: 1116• - 1' SERIES 280 THRU 289 ARE E10MALENT COVSTRUCTION 25GA STEEL SERIES 180 ARE.SAIIE LP^5TRLChCN AS SERIES 280 QNLY 240A STEEL AAD EM C4PS DOOR TESTED WAS 261 SERIES. DOOR WIDTH CENTER $T I'LEI END STILE 11a1!<R 9HMFT STRUTS/SECT. ROLLER VERT IFJLL T in LOAD 14YHDMATiE HtAQaZi GAGE C• PERFT -HIT) 16• 3 SINGLE I TES 2' X 7116• 00- 100 STD.. OPTIONAL WINDOW,DETAIL SCALE: 3/32 16- 0• MAX. WIDTH - SCALE: 1 /76 •*<T• INTERIOR ELEVATION K a M 1. Pr 1a1."OL II.O.lli M 1"{ 1Q1 14 ea IIYOII. a wp ®r eW Ol.rr ..Yoii " In 4vsrA.r AwwwmPmrm¢ Ia ssmr •o r4Wa +rn. et wwm rV. we rr r a amm a re w rVwIDIR r. 061601-0000 A TL SE QE w r 71r THIC. SECTION ' A -A" SCALE: 1/4 DESIGN LOAD 25 NSF ± z16s C7- 0. TEST LOAD 940'"' 37. 5 PSF ± II -01 MVO:. HE I GHT 21.57®_-- 12- 14 n sER l ' 2Tw s . 01/13/98 1 - q" WM w 02/19/9e r° rr Wo-1 409: 35 JJI 02119F9II m y: II . m V ar. i 0575 x O IEw 6.04 P/N 409328-0001 PLATE.HA_SP o 1I DOCT ION 0 t t 2 7/15 f06 THC.'. l32 O 070 MIN4- P/N 401199-0001. TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS PM 605911-0001 0575 REEF T 0 0 O 0 5.00 L o 0 PM 409331-0001 PLATE. FLOORR rom Rs-i-ASSY SHOWING FLOOR PLATE 2 I1/32' 091 MIN+I—. 0 0 3 9/16' O O O 0 0 PM 405771-IO= 607. FtXTLRE FCR.1801280/290/390 SERIES ATTAO•I TO DOOR WITH 3 SCREWS PM 605911-0001 2 9/32 wt 6,.070 MIN OQO 3 3/18 o o 0o0 7/t PM 407603-0001, CENTER H1NOE STEEL DOCKS ATTACH TO DOCR WITH 4 SCREWS P/N-005911-COOT f=:f-Td LATE 2,705.t56 DIA 3.00- .375 DIA PM 508069-0001 PIN 1/8N. 25 .[—LENGTH • DOOR WIDTH 1 7%e 519 MIN TW PM 40061 ROLLED HS-X STRUT PART MA41DRIMIN.THKI STRLIT 400650-MOO 030 HS-1- 400650-0004 020 HS-0, 0 o o O FO 211 45/3' I ooO I PM 061601-0000; SLIDE LOCK ASSY 1 L•—.{ L---}1 3/4• 4 3/8'1 1 3/4'--" - 9/ 32 070 MIN- 'H' o O --L ... a . O 2 3/8• H Q 108 MII 108 MI N-4- O O 3 3116 C' PIN 405964 8: 046450. ERAC<ET, SCAR P/ N 405954-0002. BRACKET. SCAB JOINT 0 0 PART. I,LA6ETI L. PM 407505-XXXX, END, HINCE 405964-0001 3-1/4 O46450- 0001 4' RESID. STEEL DOORS PART NJ,H11 F x SaAB ER4DIET DETAIL S 407605-0002 as 407605- 0003 w7M-0004 110 1.35 I. ----4. 56 ATTACH TO DOOR WITH 4 SCREWS PM 603917-0001 7. 8j 0 .. k 1 F< G Lu-uG E ti . 44 . 44 P/ N 404828-0003 ROLLER ASSY, TR-1 TR- 1 ROLLER LOAD: 50 LOS. MAX. .. 1. 25 +1T-'-.1187 3-. 25 2.501 REF TOOO O O 4. DO p 23 L 0 375 DIA 4 HOLES PM 408879-0001 LINK PM 408878-0001 SIPPCRT uam ewe: sai mrw a aar, rsu 08794- 0001,2.3 TER STILE STD ON 150 SERIES PM 408680-0004,5,6t _— NOT. - REO-'0 04-280 SFiil65--.._ _..._. --- 805911- 0001 OR 505879' 000USELF-ORILLINGJ- • I._ -1 t- SECTION ' G-G' STEEL 116' WIDE'DOd41 t 16 11. YLi1415 Dti 73/I SNCLOR6ND t6• WIDIH.NMr I1. LIAVID FAW 02/79/96 . D- 4093 PM 409326-VOCC POST ASSY, VERTICAL yi11 1YJ E MANUFACTUREEL ` 'AL ' cy HERMA OTRU® CLA-WC CRAFT OUTSWINO 6"6 SO4QLE AND DOUBLE W/3 NIOUr SIDEI.ITES. INSULATED FlBsRaAss DOOR WITH WWD FRAMES 1 BUIILDINGDUCTCODEIS 9944 EDITIONSIGNED OMEET FOR M"IE--DADSOUTH, CFLORIDAOUP 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ONDETAILS. ANCHOR. EMBEDMENT TO BASE MATERIAL SHALL BEBEYONDWALLDRESSINGORSTUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS NTPYROW THCT MTHEE USSEE OFHE WATER THE HIGH DAM BUREMENT-"; FOR MP RADE UMP THRESHOLD SEE THE DESIGN PRESSURE CHART BELOW. 6. MIAMI- DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDELRES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. r ra uc or a', I i erg ass (SMC) skin 0.105- min. thk., Sidelite Sheet: 0.07 min. thk. with yield strength Fy(min.)-6,000 y Core design: Polyurethone foam core. wiihl.9 Ibs. density by BAS Panel Constru ion: The panel skin is constructed from a 0.095' thk. sheet MOM. SYC). The interior mvity a filed with 19 lbs. density BASF pefyuretfarrc loom The panel face sheets ore glued to the, wood stiles and rggs. The latchandfringestilesaeLVLorLSLThefoldsideMucha4.03 x 1.47 is tlheblchreinforcement. The toopp and bottom rail are of a Mood composite material In thedoubledoorapplicationtheinactivedoorsfitted. with on arfruded alu+runum astrogol of 6D60-T6 alloy Frome Contruction- The forme is constructed from ringer jointed pine meosu wide x 1.17' thick The header isjoined the side Join(3 /8 x 2S' PfuTrps W Saews The threshold side jambs with ( 21 IV. 1%ap crown x 1 long swples ,8 each s de. The mullions are secured together in a sidelile application using1' Ion .9 PFHWoodScrews (6) screws ppeerr each mul6vn Tare urrils uses an outs" Bump threshold measuring 4.615 x . secured r m . SUC Lp Ute - DI sues 27.5' wide x 50.19' high w x 1. 75' Philips Pon Head Scrswc The forme are sealed with scone caulking (Dow 795) to sidelite panel and to the gioss Werrte Glazing: SMC Lip Life with the yield straigth I`Xmin.)= 6200 Psi & T1iC Lip Lite with the yield ith Fy(min.)- 4,674 psi - OA sizes 9.85' wide x 65.85' ride secured • 16 8 x 1.75' PIu16ps Pon Head Screws. The frame are sealed with silicone caulking ( Dow 795) to sidelile Panel and to the glass- Integral Flush lazed - The sidelife sash fag panels ore molded to receive the insulated Glass. Th las s attached to the side6te face sheets with s&-pne gWwq compound (Dow 79' TABLE OF CONTENTS i SHEET DESCRIPMON 105.5' MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH W/ ASTRAGAL p . 1 / /oZ x 4` 24. 5' / 's S z MAX.• 0 0 MAX. X J F = / D.L.O. o O.L.O. Ix 6 a v W f (TYP.) f M`. a 9 +0 0.3 0 ! < X X X « 3 c INACTNE 9 h 1--- DOUBLE W/ SIDEL T« nl rTcWIN G UNR EcIN2 F OLITSWING UN OPTION; II W/ SURFACE BOLTS 74.5' MAX. OVERALL FRAME WIDTH { ..ell MOD S SEE DETAIL 'A" SHT.3 68-5' MAX. OVERAIl WIDTH 36.625' MAX. I ARE HEWED 24.5' r.- PANEL WIDTH -+i FROM INTERIORD.LO. I W ASTRAGAL 1 J f w 24. 5' f z ' X MAX. w D. L. O. M it(TYP.) / J t0 ® n O o in 0 IfL4C ACTNE LSINGLEA/ SIDELUES 0 WING NfT DOUBLE OLTSWING UNIT OPTION 11 W/ SURFACE BOLTS SEE DETAIL A' SHT. 3 DESIGN PRESSURE RATING OPTION I WIIDJAMSER SURFACE BOLTS 47,.OPSF -47.0 PSF URACE BOLTS hPSF -70. 0 PSF OPTION II II ASTRAGAL 15.5' MAX. FRAME WIDTH - i;i o37S' MAX. 7.125' MAX. D. L.O. WIDTH LIP LITE 7. 0' MAX. D. LO. WIDTH INTEGRAL LIFE TYP. FOR BOTH SIDELITES) 15.5' MAX. FRAME WIDTH 13.9375" MAX- 7. 125" MAX. D. L.O. WIDTH LIP LITE 7. 0' MAX. D. L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) O_ >_ F- tY 04 0 tp Otn W dp2^ L' IL' "' tr) O t+.l ^ o CD 0 3Q00 W VW WL. rr+ DniG XIsuLLVnsc 613. 684. 3631 N. T.S. er WLN er RW r+c vro: S- 2167 1 or 9_ 13 13 e, , e of .. a . 16 16 17 17 20 20 y w N= Zy 14 p'•. 2 r'=. Zy 6 p - 2 9 ;p h 1.68` MIN. O Q 1 1.68, MIN. ' O" O c u PANEL TNK p'; o _ PANEL THK o ; o.. Qi. o 29 29 2 V SEE GLAZING i LASEEGLAZING 18 28 v DL7A11S DLTAIIs" W Ld S W = ed 11[IEHIOH RI R < 1 R iZ C4E a a 48 48 i Tn o_Q. w ci 6 ro 0 op m SE NOTE 50- 0 o o_ O' 39 7 19 1 P 8 m n 51 51 4• 1 2 OUTSWING DOOR PANEL W/ HIGH DAM 2 OUISNTNG DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) IU '.7l'I N3' 1\ .A 1;i..1'.J: . N Z'y MIN. H U PANEL THK. w2 SEE GLAZING DETAILS - O SOB U) m y L co 16 D pLD 17 a O=" m z o n 2 0 pLj 3 SEE NOTE O 0SHi.4 Q uj a 42 2 U J N z O nW.i Y U a 1 0G O f1 INTERIOR y2' 00 ^ G4o1f 49 i Alin LSEE NOTE B SHT. 4 E NOTESHT. 4 e .GROSS SECj(fJ 2 OUTSWING SIDELITE PANEL THE CROSS SECTION IS SHOWN W/THE 'CLASSIC CRAFT" FLUSH GLAZED k 3/4' GLASS 813.684.3631. D 71/5/01 NTS c. er WLN IL Or.. RW A."o No.: 5-2161 ieLl 2 aF c r. it a' r BOTTOM (2) BOLTS BOTTOMINACTIVE SEE NOTE 2 SHT.4 WTERIOR Zz N nJ W vN 1 mlr• v' r- Y 3 JW a BOO O I QII d . OOO o (OPTION nSURFACE BOLTS) Cl- z _ E NOTE SHT.4 1.15• MIN. EMB. f 25" MAX. SHIM I .15- MIN. C-SINK EXTE-RI Y 49 a 1 6 36 zNyn g< SEE NOTE co W W o N 34 9 SHT.4 N - 16 17 3 INiEFiIOB 3 ON 3 O SIDELITE TO BUCK 2 I oNrcRoss sECI>_QN 3 O MULLION O co O a o g Lj 0 C) DO O O w a r O tiW U j m =N GSl N US O_O 813.654.3531 m- 11 /5/01 CAM NTS r«c. rn: WLN 4,L RW w,ww Ho. 5-2161 a3 'Or3 FX7 RIOR 18 25 MAX. Z Y SHIM SPACE K it lr P — U N J U W w`I o XTERIOy 15" MIN. 1 HORIZONTAI CROSS SECTION C—SINK 4 LATCH JAMB TO BUCK, v... IA5' MIN. NOTES: EMBED. t. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1' PANHEAO SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3". 5 18.25 40.5'. 59.25, 74.25 76.25' & 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0% 19.75 33.57. 47.25, 61.0 & 74.7'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS, 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 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 #8 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 HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I" x 0.04' DVl WIRE BRADS AT Z' FROM EACH END A MAX. OF 12' O.C. SEE NOTE i SHTA 25 MAX. 1 SHIM SPACE SEE NOTE 7 SHT. 4 2 HORIZON7 ROSS SECTION • 15" MIN. „I 4 SINK HINGE JAMB TO BUCK, C— 1.15" MIN. EMBED. Z j 36 w 34 A SEE NOTE 9 THIS SKIT Mir IT 3 HORIZONTAL CROSS SECTION 4 ® STRIKE JAMB TO SIDELI7E OAS, v0 7"— O > 1\ O o000 OR1nIV O n LJ _ m O LU 0 EOo 00 w a 513.684. 3831 H7: n• U er RN P . ww 5-2761 r 4 ov SEE DETAIL -F' SHEET 5 6. 6" 6 3" 3" _ 3' 3_ 3" ~ 3' SEE NOTE 3 SHT. 4 SEE DETAIL E", SHT. 5 TYP. n J Ln F m I I n n 13n TYP. N o_ > P, N O a0 O Lo 11I O SEE NOTE 3 SHT. 4 1 O Za U j 00 L`' O^ 3¢DO t\ c" InW M w cl: co a J Z N DETAIL N 0 hw o S'"E' SHT. 5SEENOTE 4 SHT. 4 to A-7 73- lYIP SEE DETAIL "C^-C- TYP. 'D" d ' D 'G' SHT. 5 _oou oZ 52 TYP. a"B"- 6" 6' —i F-T > 1 SEE NOTE 3- 3 3A6- 1 f-- 3" 4 SHT. 4 i 6 6- 6I 3• 3'3" 6" 6 SEE DETAIL H' SHT. 5 SINGE 000R w DOUBT/ SIDEL M 1 0 DRILL THRU FOR 1 A 0.357" BOLT DEEP NOTE: _ ENOUGH FOR A 2' o USE ITEM 113 A 18 x 2 1/2 PFH W000 SCREW T Z BOLT THROW ATTACH THE STRIKE AND DEADBOLT PLATES TO THE 1 SEE NOTE JAMB OR ASTRAGAL EXCEPT IN THE MULLED KV =, SEENOTETHISSHT. 7 SHT. 4 SURFACE BOLT APPLICATION WLTH THE SIDEITTE USE ITEM 43 A 8 ca+suu/v+Ts. v 0 13 43 STRIKE PLATE 2- PFH WOOD SCREW. 513. 6543831 43 37 11 DETAIL "H" wm 11/5/01 0 0 RETAINER BOLT HOLES scxE N.T.S- 10 do OPTIONAL SURFACE !, t y er WLN SURFACE BOLT BOLT STRIKE PLATE - ® A Be o wF. STRIKEPLATE C j$Ld`IA.F. 0a- er. RW TA1j,— F 13 43 - ASTRAGAL STRIKE PLATE . S-2161 10 BOLT STTRL EPLATECE SEE NOTE TTT', A C R N DETAIL ' E" THIS SHT. .DETAIL "G' M lJ l 1-A SHEET 5 or S I II 11 II I II 13 II I 7 3 TYP. TYP. SEE DETAIL TYP. SEE NOTE F' SHT. 5 6 SHT. 4 SEE NOTE SEE DETAIL 6 SHT- 4 t 3 G" SHT. 5 TYP. SEE DETAIL 13 H' SHT. 5 D- TY B. 51 51 1 i TYP. I I I TYP- I I SEE DETAIL SHEET 5 6" 3" 3^ 3" 6" 6" I 3• I i 1 I I I 1 1 1 I I I i I 13 - 13 TYR - SEE NOTE 3 SHT. 4 SEE NOTE SEE NOTE I ., TYRSEE DETAIL . U.)3 SHT. 4 6 SHT. 4 at F" SHT. 5 n of N 7YPna SEE DETAIL G" SHT. 5 73 - SEE DETAIL N SEE DETAIL E" SHT. 5 SEE DETAIL Typ, J E" SHT. 5 a; N Typ H" SF1T. 5 ui TYP. to N Z N JjQ O O J R oJJ Ix V Z f: O U CAO n QCJ V K Q J. SEE DETAIL "K" . M• "K" TYR M. io SEE NOTE "G" SHT. 5 51 51 _ 4 SHT. 4 I 1 TYR 51 TYP. 1 I - " M" t TYR 11 i t 52 _ _ TYP. 3" 3 6" 6" --i F- 6 -i F- 6" 3" SEE NOTE 1 3. 6" 6" 3" 52 4 SHT. 4 3" 6• SEE DETAIL H- SHT. 5 DOURF DOOR Swrl F DOOR W/SIDFLTTES rim, a1`— — j .._ ._ ... ._...ter/ +: _.. ._... _,.. ....._... _.c ._.-.—.<. . 513. 684.3831 ic: 11/6 O1 ui N.T.S. s. or. WLN r- BY: RW Aw. WL- 2161 arr 6 OF 1 0.5" GLASS SITE 0625" THICK DOW 795 0.5" GLASS Y SEE NOTE 1 GLAZING COMPOUND BITE THIS SHT... SEE NOTE 1 TOPPH tn 1/8" TEMPERED 1/8" TEMPERED GLASS GLASSi e 1/4' AIR -SPACE o 0 co 0° o1/8" 3/4" AIR SPACE TEMPERED Y 1/8" TEMPERED GIASS GLASS J8 x 1 3/4" PPH x 1 SPACER SHOWN W iNcl n pTFD TEMPERE1/4" 3/4" STEEL INTERCEPT C!"'ING DETAIL STEEL IACER 0625" THICK DOW 795 C SIC CRAFT' SMC I ITE_FRAME 1 /2' INSULATED TEMPERED GLASS SING DETAI SHOWN FV GLAZING COMPOUND REQUIRED FOR DOOR PANEL) i Assm CRAFT TCM LITE FRAM SIDELITES ONLY) D625" THICK DOW 795 0.5" GLASS SITE GLAZING COMPOUND c Q S Z 1/8" TEMPERED n GLASS SEENOTEN TH^ 1/8" TEMPERED v GLASS O O O O lco 4 0O 1/2" AIR SPACE IR O % O4PPH3/4" AIR SPACE O0 O i/B" TEMPERED zGLASS NOTE 3SETHIS GIASS 1/8" TEMPERED SHT. E 1 n"" INSULATED TEMPERED1NGDETAILcHOWNW 3/4" STEEL ICER 1/2^ STEEL INTERCEPT SPACER CLASSIC CRAFT" INTEGRAL GLAZIN 0625* THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND i INSULATED TEMPERED GLASS GLA71NC DETAL SHOWN W/ l ASS I RAFT MBSILL 1. THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) 18 X 1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. 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', 23.6Z5' 33.875" AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. TH (16)8 x 1.75" PHILlIPS PAN HEAD SCREWS 2. SMC AND TCM LIP LITE ARE SECURED WISPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5". 16.5', 27.5" 38.375'. 49.375" AND 60.375'. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. maimB„ULD° O c 6 3.684.3631 omLL:c NS wToSCALE1` • a w•c. er: LN U ( J DRA Nc R W i` V ` S-2161 4.03" r Occ ATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP F--1.077' -- { I 42 SInFf fTF TOP & BOTTOM RAi1 FINGER JOINTED PONDEROSA PINE I 1.47' co co CC BOTTOM RAfL OWOODCOMPOSITE 1.077" --- j 1 4-- —1 S4" — SIDEI RE BLANK SIDE STII E 36 FINGER JOINTED PONDEROSA PINE r— 1.47' m CC TOP RAIL WOOD COMPOSITE O o Q Q Q Q 097" O 4 x 4 STEEL DOOR HINGE 9 1i tonrnN N I! 39" RED OAK CAP T 1.46' CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTFRNATE CORE MATERIAL_ PONDEROSA, RADWTA. PULA(, ELUOTnI, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. DIM. 11VARIES 1 u°ii. W/GLASS THK. K40 • 1.7D' Pf THREAD SCREW. MA)OR DYl 4.D- 1sS . "f-. F WE 28 1.375' /t0wz' DIM. VARIES N W/GLASS THK. ^. L 4.565" T -T 0 2 35 38 WOOD FRAME I 4.615" m Fes-- 2.203' n I 1 T 010n 19 n1 rTCWIN(: BUMP fACE Al UMINUM/WOOD THR SE_HQLD 050' WALL TYP. HIGH DAM THRESHOLD 39 o > O 00 goo pcRn 2 5 01,,, oLLLIo 3¢00v W00 a 813.884.3831 a+K ev: NA,M$ j- S_2161 j, r"'' sin 8 - ASTFit - - 0 7 ASTRAGAL RETAINEROLTBN MATERIAL- C/R ROD ZINC 11 do YELLOW CHROMATE 3" DRILL TRU FOR / A IS PFH WOOD DRILL TRU FOR SCREW 2PLC5 357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR58T STRIKE PLATE 592" N OW N t- Q ZQO j. V 5lyj N O w 00 8 O —. 179" co CL QI C PFACH COMPRESSION WEATHERSTRIP FOAMCELLCOREW/VINYL JACKET 12 NL n 5Z 1. 155" N tov t V t i1W p r rn a al2m O7 . 35" tom' COMPRESSION WEATHER BY THERMA—TRU FOAM CELL CORE W/VINYL JACKET 1 " RETAINER BOLT CF N N ` ' R NAM: C ZI MASTER R (v BIALDu Dare 11 /6 01 WINDJAMBER It WR68T 24 scom Nrsowc Or. WLh ASTRAGAL ( ALUMINUM 057" WALL TYP.) a«. Eury. y DRAWM WO 5- 2161 o rrr 9 of L_. I. 0.5" GLASS SITE 0625 THICK DOW 795 f I 0.5' CLASS GLAZING COMPOUND BITE SEE NOTE 1 THIS SHT. SEE NOTE 1 THIS 1/8* TEMPERED 1/8- TEMPERED S L GLASaV 1/4- AIR SPACE/ 1/8- 3 4- AIR SPACE TEMPERED 7 1/8" TEMPERED GLASS# 8 GLASS x 1 J8 x 1 3/4- PPHN STEEL IACER 0625' THICK DOW 795 3/ STEEL INTERCEPT SPACER ry n7iNr pETAILPSHOWN w1/4" 1/2. INSULATED TEMPERED CLASS GLAZING COMPOUND CLASSIC GRAFT' SMC LITE FRAM REOUIRED FOR DOOR PANEL) j e71NC DETAtI SHOWN W/ ri ecc r• cuecr' TGM LRE FRAME SIDEUTES ONLY) 0625- THICK DOW 795 0.5' GLASS SITE GLAZING COMPOUND ZSEE 0* SPACER Y 1/8" TEMPERED NOTE0 1/8- TEMPERED GLASS THIS SHg GIASS O O V OO1./2" AIR SPACE 03/4" AIR SPACE O 0 O CLLASSEMPERED 1/8- TEMPERED SEE NOTE 3 SHT. g8 x 1 3/4' P GLASSTHIS DETAIL SHOWN W 3/4' STEEL INTERC NG 1/2STEEL INTERCEPT SPACER r_i_acSIC CRAFT" INTEGRAL GLAZING 625' THICK DOW 795 SIDELITES ONLY) GLAZINGCOMPOUND4 INSULATED TEMPFRI'D GLASS G a71NG DETAiI SHOWN Wl I M S L 1. THE 275' x 50.19- DOOR LITE IS SECURED WITH (16) J8 X 1.75' PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND 80170M RAIL AT 3.0'. 13.75 AND 24.5" FROM THE LEFT SIDE. THESIDESTILEANCHORSWERELOCATEDAT3,0', 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 STILES,. FROMTHETOPDOWNTOPDOWNAT5.5', 16.5', 27.5" 38.375 49.375' AND 60.375". 3, THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. M J T ACC 1.R N J - t ^ C% t.`` O co Li ZO, ul O W O 3Qco Wco CL 813. 884.3831 am 11/5/01 seas NTS owc. er: WLN 04V n RW Di Nc Hag 1-- m 7 or 1 4.03" OCC LATCH SIDE STILF 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077---{ t -1 1.54- SIDFLITE TOP do 30TTOM RAIL FINGER JOINTED PONOEROSA PINE r— 1.47' n f CC BOTTOM RAIL OWOODCOMPOSITE f-- 1.077' --i f 1.54' -- -i Slf)Ff ITF BLANK SIDE III F 36 FINGER JOINTED PONDEROSA PINE r— 1.47" I a n CC 70P RAIL OWOODCOMPOSITE IN O O ILII O O 097'F-- O 4 x 4 STEEL_DOOR HINGE 9 fi Ii 39' RED OAK CAP o '+. O II1. 46' Cr HINGE SIDE STILE CORE MATERLAL: LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA, RADIATA, PULAI, EWOTTII, TAEDA OR SUGAR PINE; DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. TTT DIM. VARIES to v° i W/GLASS THK. K40 + 1.79' PT THREAD SCREW. uA DR DIA. 4.0—'r ar i rrF mma 28 F T- W/GLASS T^_ 565" 4j- I n r _ r 0 2 35 38 n FOOD FRAME co 4. 615' 2. 203' tT 1~ C O79 OLTTSWING BUMP FACE ALUMINUM/ WOOD THRESH= 050" WALL TYP. HIGH DAM THRESHOLD 39 ' O OD 0 V1 O I COZOn OWo Er<00 Z ui a 813. 664.3531 O B. • TS art'. r NiSHELI I RIPTI ri I FIBERGLASS 1 MA with Yieldh = 3 SA OAK I-4T- an --mxl%zQ6L- 4 CC No ME -TRU LVL OR k OVC 1.46' x 1./ 5 NOT 8 POLYURETHAN USED FOAM BASF, 1.91bs. DENSITY OAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. I lHtK..MA-TRU STEEL STEEL 10 10 PFH WOW SURELY Hine to Frome 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 NOT USED STEEL 13 48 x 2 1 2 LG. PFH WOOD SCREW 14 NOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL 113 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565 x 1.17 ERMA-TRU PONDEROSA RNE. WOOD 21 22 NOT USED WNGf 4WU 4.565' x 1.17' -1RU PONDEROSA PINE WOO 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL ALUM.c606025GLAZING, 1 Z INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 I.G. PANHEAD SHEET METAL SCREW STEEL 26 PLASTIC LIP LITE FRAM SMC, THERIIA-TRU SMC 29 with Id stye F rrxn. - 6.200 940 x 1. PI SCREM', WAN Dk 4.L#= IOR 11i31 28 STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 11 x O.04 Dk WIRE BRADS STEEL WOOD 34 35 3 8 COVE MOLDING 1 BLANK JWB 4.565 x 1.17 -TRU, PONDEROSA PINE WOOD 36 SIDETITE SIDE SIRE THERMA-TRU 154 x .67 PONDERO54 PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LkO ,W0 4.565 x L - PONDEROSA WOOD ALUM. 39 HIGH WATER DAM THRESHOLD SILICONE401SILICONECAULK 41 JNOTUSED S PpDEROSI WOOD42XaffTOPk60ROMRAlTRUx 43 8 x 2 LG. PFH WOOD SCREW STEELSTEEL 44 3 16 SEX BOLT STEEL 45 1 IVES 454 8" SURFACE BOLT STEEL 46 I - U TCM with 'lid Strength F min. - 4,674 si 47 8 X 1-3 4 PPH SCREW FOR ITEM Z8 k 46 STEEL GLASS48GLAZING, 1 INSULATED TEMPERED GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOM RAR (1.50' x .883' THEM -Mil 11000 c q MOOD COMPOSOE 51 3 16 TAPCON MV40RK ELCO, 1.75 16l LC. STEEL 52 1 16 TAPOU4 MVIORK ELCO, 2S td/L LG. STEEL N592- N 8-0" O OW pp I COcoLd0Lu ASTRAGAL RETAINER BOLT r ` 0QMATERIAL: C/R ROD ZINC "? YELLOW CHROMATE. 179" - IONG REACH COMPRESSION WEATHER_IP FOAM CELL CORE W/\4NYL JACKET no g z N 1.158a O 04 m OUgV DRILL TRU FOR A J8 PFH WOO DRILL TRU FOR rn oI Z m SCREW 2PLCS 357" DIA. ASTRAGAL a RETAINER BOLTS I > 7 .35" WINDJAMBER II WR68T STRIKE PLATE O COMPRESSION WEATHERSTRIP BY THERMA-TRU 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET T CF A. F. LL 0 N C N N MANUFACTURER NAME C TANM. ItLot1.767" i V V L MASTER FILE # .6e4.W1 o+ie 11/6/O1 WINDJAMBER II WR68T 24 sr uE NTS ASTRAGAL (ALUMINUM 052" WALL TYP) RW 5-2161 sn 4 or i MANUFACTURER NAME THERMA oTRU® CLASSIC CRAFT- INSWING 6-8 SINGLE AND DOUBLE W/d WAJUT sIDELITFS. INSULATED Rmnat.Ass DOOR N7TH NIODD FRAME& GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MLAMI-DADE COUNTY. 6. MAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE. 7. SiDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. J RESJDENTAL Common Face sheets Door Panel Fiberglass (SMC) skin 0.105' min. thk., Sidelite Sheet: 0.07" min. thk. with yield strenggth 7(min.)=6,000 yPCoredesion: Polyurethone foam core, withl.9 lbs. density by BASF: MI r n: The panel skin is constructed from a 0.095' thk. sheet mo mg compound SMC). The interior cavity is filled with 1.9 lbs. density BASF a1y rcfhone loom. The pone! face sheets ore glued to the. wood s0V and rgils. The latch and hinge sfiles arc LYl or LSL The latch stile which a 4.03 X 1.47 is the btch reinforcenhmI. The Iop and bottom rail are of a wood rt poste moteridL In the double door application the inadi,, door is Fitted with on extruded aluminum astragal of 6060-T6 alloy. F ng5tructtion: The frame is constructed from finger jointedpmerneoaunTbb" wide x 1.17 thick. The header is joined, to the side jambs with (3 /8, x 2.5' PhiFps ilpt ileac. Screws. 71p threshold j rs joned to side jambs wdh (2) 76go, i"cram x 2 long staples of i each side. The mui6ons are secured together in o sdelite application using /8 2' long PFH Wood Screws (6) screws each mylliion. The units uses on Soddk threshold measuring 5. x 1.548, Door zi :SMC Up Ute - OA size is 27.5' wide x 50.19' high secured w x 1.75' Phillips Pon Head Screws The frame are sealed with silicone caulking (Dow 795) fo siderde panel and to the gloss. Sidelite Glazing: SMC Up Lite with the yield strength Fy(min.) 6,200 psi & RIC lip Life with the yield li st, ngth Fy(min.)- 4.674 psi - OA sizes 9.85' wide x 65.95' ride secured w I6 8 x 1.75' Pfn7lips Pan Head Screws. The frame ore sealed with silicone coufking (Dow 795) to sideMe pond and to the gkrss. integral Flush gazed - The sidelife sash face panels are molded to receive the insulated pass. The lost is attached to the siderrte face sheets with silicone glazing compound (Dow 795, TABLE OF CONTENTS - SHEET 11 DESCRIPTION 1 ITYPICAL ELEVATIONS & GENERAL NOTES Z IVERTICAL CROSS SECTIONS 3 1 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS - 9 BILL OF MATERIALS & UNIT COMPONENTS j 37.5" MAX. OVERALI_lSID.IN 36" MAX. PANEL WIDTW n 2vW2 W J ea O 0 X N L SINGLE INSWING UNR J 105.5" MAX. OVERALL 36.625" MAX. PANEL WIDTH W/ASTRAGAL FRAME WIDTH 15.5" MAX. FRAME WIDTH 73.9375" MAX. WIDTH ZO r• 0 00 Lf7.125' MAX. D.L0. WIDTH LIP LITE lx.i247.0' M T MAX. D.L.O. WIDTH INTEGRAL LfiE O W -. y l[ o D:(TYP. FOR BOTH SIDELITES) W(T LU 03 ill MIN Ell OPTION 11 W/ SURFACE BOLTS-1 SEE DETAIL 'A" SHL3 At L MODELS 68.5' MAX. OVERALL WIDTH ARE VIEWED 24.5" J FROM INTERIOR D.L.O. I L 74.5" MAX. OVERALL FRAMt wluhn 36.625" MAX. PANEL WIDTH W ASTRAGAL j 24.5" i MAX. o D.L.O. TYP.) . 0 X i DOURf F INSWING UN fT t:v OPTION II W/ SURFACE BOLTS SEE DETAIL "A" SHT.3 DESIGN PRESSURE RATING OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WffH SURACE BOLTS & +70:0 PSF -70.0 PSF OPTION II WINDJAMBER II ASTRAGAL 15.5" MAX. FRAME WIDTH 13.9375" MAX. WIDTH 7.125' MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 0 dz OW m J WJ 0 m W¢ L)o Qz Uwo eV W p Z 0, if a U in a Z BURDING CONSULTANTS. INa 613.68a. 3831 mm 11/ 07/01 WAM N. T.S. DWG. BY: WLN ax. Br: RW DB NC NO.: 5-2178 sN¢T 1 or 9 I•, i m . •.,a . AAL Iy"1 try . t 3 lei• -il. .. . inw'D.: . o .. •' 16 .. 20 v 3 SEE NOTE I 9 SHT.4 X N 34 a m 2 42 6 Z.Q cn 1.68 MIN. 0 0 N Z YZ 7.68- MIN. q _ . N ° PANEL THK, 0 43 SEE NOTE L' fn PANEL THK. O 0 O' p 0 O 5 SHT. 4 JU SEE GLAZING W aDETAILS SEE GLAZING SHEET 7) x DETAILS a w SHEET 7) 48 Z 49 Oa 4 a 28 29 FK_ET RIO O O iNTERIO a a Oo in o n 1 op o N o OE__ N p o. ' .Q IN fRIO n 0 o 00 42 pjn 0 1 0 Do a:' 5 00 0 14 50 SEE DETAIL 6 SHT.4 21 Z 51 z 51 W Z Eo 31 NW inNW 4. v• a e . EXT RI R INTERIO EXTERIOR 1NT RI 2 VFRTICAi SECTIONCROSSSECTION 1 RT( CROSS CTION SIDELITE PANEL 2 DOOR PANEL 691' 1. 2.14 1I h n m INSWING SIDELff 31 BOTTOM BOOT 0.09• EXTRUDED VINYL WALL o Do 0 LDCI0_p2^ O Z O ogw`n 0 L-u oZDo r\ w a 813.684.3831 11/07/0' KE: NTS m. WLN nc er: RW uwr.c w: 5-2176 Vz O SEE NOTE 27coLLJ I INACTIVE R. ASTRAGAL RETAINER J BOLT 8.0• LG. TOP 3 do BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM IN RIOR i cancc S GETION 3 ® ASTRAGAL OPT10N 1) z Y 1 10 SEE NOTE t= \ v^ 9 SHT.4 9 70W34 Wz a 2 R NT R T 3 ® MULLION FXTERIQR INTERIOR 1.15• MIN. O EMB. 1= C: N O co 25" MAX. SHIM O co d p = N15• MIN. C-SINK CC z O n EXMEJOR U g z = 4i`-) C)LLJ 43 ao w a 49 00 W D O Q a 0 0 o O V 6 36 z n N 3 Ln 3 SEE NOTE J g¢C vr,= ZvK JZoG 9 SHT.4 N o i Ny3534 16 17 INTERIOR w c , io rn ¢ C jrnJ_ p U p z z 3 H R NTA R 71 a ` Ln n 3 ® SIDEUTE TO BUCK THE SIOELITE CROSS SECTION m DETACA" T-' .. (/ OPTION II SURFACE ,BOLTS) ri 813.584.3831 1:: 1 1 /7/01 ut NTS WLN K. er:. RW W-c z S-2176 m 3 or S EXTERIOR o 25 MAX. Z = SHIM SPACE - S8 'o z 13 P O _ Z yNJs bJn XT RI R a e 1317 v, a" 78 1' MIN. HORu IZuO. N4 A e I 6CROSS SECTION 5C-SINK LATCH JAMB TO BUCK, a. . 1.15' MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1". 37, 5 18.25 40.5 59.25 74.25. 76.25' & 78. 25 1 NOTE3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) SEE STE I 16 x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) WOOD SCREW AT BOTH SIDE. SEE NOTE 5 SHT. 4 8 x 2.5 PHILIP FLAT HEAD 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' pv0° PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, 0 0 FROM THE TOP DOWN AT 6.0". 19.75, 33.5*, 47.25", 61.0' & 0 0 O THEREARE (2) AT THE HEADER AT 4' IN FROM THE o 74, 75'. OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, c 4' IN FROM THE OUTSIDE CORNERS. THE MULLIONS N y a Y 36 6. SPACING FOR A 18 x 2' SCREW SECURING TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 34 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) w o Z 33 MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE a SEE NOTE CRWWHEN ATTACHING THE HINGE TO THE JAMB 9 THIS SHT A r8x2SE. AND THE SIDELITE AT THE MULLION USE A 110 x 1 314' SCREW. B. THE INSWING SIDELITE BOTTOM BOOT WAS SECURED TO THE BOTTOM OF THE SIDELITE SASH WITH (3) 16 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 3/8_ COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I' x 0. 04" DIA WIRE BRADS AT 2" FROM EACH ENO A MAX. OF 25" MAX. SHIM SPACE SEE NOTE 7 SHT. 4 2 H R NT R TI N• 15 MIN. _ 4 HINGE JAMB TO BUCK, C-SINK 1.15' MIN. EMBED. NOTE 6 NOTE STRIKE JAMB TO Y V N J ww Z 1 a wou= i o o o e . o o T' 0 > O co O cn ° O cc 2: 5LLi OMo Ono CD W a msu TMwTs "( c 813.654. 3831. u a NTS S Lam+' o•c. ar: WLN r. 1 d a cwx. er: RW K G on w we ro.: L1 S- 2178 OF 9 SEE NOTE CENTRAL MANUFACTURER NAME'., SEE DETAIL F .STE: = J II N O o0 acoV) 6" 6" 6" O p 3" 3" 3" to 6" 6" v SEE NOTE p z 3 SHT. 4 j Wf3' 6 6" W 3" —i 3- 3- 3" t I I O O Q co lY . TYP. TYP. n — — N . a0 2 SEE DETAIL _ n N = " W 3 SHT. 4 — SEE NOTE "F" SHT. 5 SEE DETAIL cn n Lo 13 __ yi N F= 6 SHT. 4 E", SHT. 5 SEE DETAIL SEE NOTE TYP• G" SHT. 5TYP. SEE DETAILSEE NOTE H" SHT.54 SHT. 4 D- 51 B" 5151YP. pTYP. 3" 3" 33- J J L a v1rfl N SEE DETAIL "C" G" SHT. 5 t I in --- i SEE DETAIL "H" DRILL THROUGH FOR A 0.357" BOLT DEEP DOURI F DOOR W/SIDELITES ENOUGH FOR A 2" BOLT THROW DL7AIL AL STRIKE PLATE IONA , URrACE 13 0 13 0 SURFACE BOLT STRIKE PLATE DETAIL " G" r ATTACH THE STRIKE PLATE TO THE THRESHOLD W12 # 10 x 2 112" PFH WOOD SCREWS DETAIL " H" ASTRAGAL THROW BOLTS AT THE THRESHOLD Y^ % 0 SEE NOTE 4 SHT. 4 11 s z n o J_ m J OJQ 00 OR; d 7 0^1 J O'V z v a 813. 684.3831 c: 11 7 01 uc N.T.S. WLN K. a: RW wNc NO.: 5- 2778 n N I V) O U a SEE DETAIL E" SHT. 5 TYR ti } SEE DETAIL 'F' 6" 3' 6 r 6« f` s 3" SEE NOTE 3 SHT. 4 3" 6« 6 6- 3" —{ 3 3" SEE NOTE SEE NOTE n 3 SHT. 4 — 6 SHT. 4 — h L- H' E DETAIL Typ_ in SH7. 5 .. `n- SEE DETAIL "K' SEE NOTE "0" SHT. 5 51 51 51 _ 4 SHT. 4 TYR TYR SEE DETAIL E' SHT. 5 TYR. 3" 3" ^-i I' 3 3 F- I 6- 63 6" 3 _ 6- 3. 6" 6" " 3' 51 6" TYR. SEE DETAIL -H- SINGLE DOOR W/SIDELITES N p of 0 ( n 000 CL 2 pUQZO Ln J Li Owo O co r\ O J 4 a U') wZ J, Z OZ I-- Jm O v z O J Z. 0 ¢ PvlSEE NOTE 4 SHT. 4 DOUBLE DOOR / 1 FLV RM • O C g1 .NTRAL iJNAME' 7Fli.l J! N t c . i fi „i likJ1111JJ II MA.-ST12-j: z AI BUILdNG CpNLT W75. INC B13. 684.3831 scAL 11/ 7/01 DWG. BY: WLN cNK er: RW 5- 2178 SN¢* 6 OF 9 0.5" GLASS _ SITE ISEE NOTE 1TISHT i 18 x 1 3 1/4" STEEL INTERCEPT SPACER 1 / - INSULATED TEMPERED CLASSr_I ACING DETAIL SHOWN W CLASSIC CRAFT TCM LITE FRAME SIDELITE ONLY) Y z N i N 1/8" TEMPERED 5 GLASS c 1/4" AIR SPACE 1/8" TEMPERED GLASS 0625' THICK DOW 795 GLAZING COMPOUND 0.5" GLASS SITE SEE NOTE 1 THIS SHT. e ° e °e o 8 x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER 0.5 GLASS Z SEE NOTE 1 SITE N 1/8" TEMPERED THIS SHT : GLASS e o p ° 3/4" AIR SPACE 0 o °0 1/8" TEMPERED 8 x 1 3/4" PPH GLASS 3/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 1 GLAZING COMPOUND 1" INSULATED TEMPERED GLASS GI A7ING 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" PHIL LIPS 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 INSUTATED GLASS. 062 - THICK DOW 795 GLAZING COMPOUND 4GL1/5- TEMPERED ASS 3/4- AIR SPACE 1/8" TEMPERED Z GLASS a cin - En 1" INSULATED TEMPERED GLA45 CI A71NG DETAIL SHOWN Wl Cl ASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANELS) 0625" THICK DOW 795 0.5" GLASS BITE GLAZING. COMPOUND 1/8" TEMPERED GLASS O O Q O O O OQ 1/2" AIR SPACE O O O 1/8" TEMPERED GLASS SEE NOTE 3 N THIS SHT. g INSULATED TEMPERF CI A71NG DETAIL SHOWN W/ L INTERCEPT SPACER CLASSIC CRAFT" INTEGRAL GLAZING SIDELITE ONLY) j 1 RAL c MANUFACTUR r r c-'- L, py BUILDING CONSVLTANTS. INC B1S.Bg{.j$Si XTE. 11 /7/01 svae NTS DWG. 9Y: WLN 04L BY: RW 5-2178 smEv 7 or _ 9 7 r— I 1. t 4-03" '( I I jddjLjLLj I OCCLATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP f-- 1.077" —j n 42 BOTTOMSIDFLITETOP & RAIL FINGER JOINTED PONDEROSA PINE 1.47 h CC BOTTOM RAIL OWOODCOMPOSITE f--1.077" 1 1.54" 36 Fl ITF . RI ANK SIDE _ STILE FINGER JOINTED PONDEROSA PINE 1.47 o- w CC TOP RAIL OWOODCOMPOSITE 39" RED OAK CAP N O `! 1.46" CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA RADIATA PULAI, EWOTTII, 7AEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. F I v DIM. VARIES w 7 ui W/GLASS THK. '?- u') tV I N 1 K40 x 1.79" PT THREAD SCREW, MAJOR DLA. 4.Omm 28 SMC LITE FRAME L,.I 4.565" N30 O N CC Z c T :wLn T- - Jr o : 3 000 0 2 35 38 Q WOOD FRAME n u n= UZ Rl. 92D" m m. o io ZE 0UO 01to Pu ozINSWINGDOORBOTTOMSWEEPDu VINYL 080' MAX. WALL, .035" MIN. WALL ¢N a G- 18-10 x 1 1/2" PPH PLASCREW 4 ffo O 46 TCM LITE FRAME LII O O -_ yT . 0'9 7Q N e L'noauitn CIPE TRI — —L a 8153.L684.3851 MA rl iJ F C g UB 7-1-e r 7-r J MASTEAt FILE # s sov.e NTS V.G. By: S-2178 8 — I r—Y. lw F` N ltericif t CRA RMA TRU with ykid streng,fh 'F min. = 00 si FIBERGLASS Z 3 Q IATCH STEEILOCK BLOCK -IRU Lit OR ISI & CKK 1.4i x 4.03 4 5 6 X SME MOW-M-0 LK OR US t OAK 1.46' x 1.47 16 X I- PHILIPS PAN HEAD SCREW POLYURETHANE FOAM BASF, 1.91bs. DENSITY STEEL FOAM 7 SHORf REACH COMPRESSION WEATHERSTRIP THERM-TRU FOAM 8 LONG REACH COMPRESSION ERSTRIP ERMA-TRU FOAM 9 4 x 4 HINGE .097 . THERMA-TRU 10 x 3 4 LG. PFH WOODW Him to FromeL STEEL STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 JS x 2 LG. PFH WOOD SCREW 8 x 2 1 2" LG. PFH WOOD SCREW STEEL STEEL 14 INSWING DOOR BOTTOM SWEEP VIA 15 2x OUTER WOOD TEST BUCK WOOD 16 17 2x INNER WOOD TEST BUCK MAX.SHIM MATERIAL WOOD WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 NOT USE 20 HEADER 4.565" x 1.17 THERM-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD WOOD ALUM 22 HINCE JAMB 4.565 x 1.17 THERM-1RU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 25 ASTRAGAL WINDJAMBER II WR68T .052 WALLI GLAZING, t 2 INSULATED TEMPERED GLASS ALUM. 6060-T GLASS 26 27 NOT USED 8 x 1 " LG. PA HEAD SHEET METAL SCREW STEEL 28 PLASTIC UP LITE FRAWE MC, THERMA-TRU with 'eld str th F min. = 6,200 psi SMC 29 40 x 1. 4.Omrn 28 STEEL 30 NOT USED 31 INSWING SIDELITE BOTTOM BOOT VINYL 32 1 8 THK. CELLULAR GLAZING TAPE SiTK-II TAPE 33 34 3-5SLANK 1 x 0.04 DIA WIRE BADS 3 8" COVE MOLDING JAMB 4.565 x 1.17 THERM-TRU. PONOM PINE STEEL WOOD WOOD 36 SIMN SIDE SRLE -TRU IS31 x .Em PONDFRO-2 PINE WOOD 37 10 x 1 3 4" LG. PFH WOOD SCREW STEEL 38 39 LATCH 44MB 4.565' r 1.17' -IW FONDEROS4 NOT USED WOOD ALUM. 40 SIUCONE CAULK SILICONE 41 NOT USED 42 SUlff FOP t L07M W TRU, 1S4 r .5 POt00m WOOD 43 f6 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 1 IVES 454 8" SURFACE BOLT STEEL 46 UP LITE FRAME TICK 1HERMA-TRU1pifhi d stre th F min. = 4,674 si TCM . 47 3 4 PPH SCREWY FOR ITEM Z8 k 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC 607011 RAIL (1.50' x .W3' nOW-IRU WOOO COMPOSITE) R000 COMPOSITE 51 3,FaCO, 1.75 ION LG. STEEL 592" 1, CV 8.0" In co O O co 00 ASTRAGAL RETAINER BOLT cry J_ _ 00 O MATERIAL: C/R ROD ZINC n < 3 Q co YELLOW CHROMATE 1_ 79 LONGI Qb G RCH C0MPRE5IONWRSTRIPCOMPRESSIONWERSTRIP F- FOAM CELL CORE W/VNYL JACKET U vz n 1.158 m ' !a cV0 wo DRILL TRU FOR A #8 PFH WOO DRILL TRU FOR rn glv m SCREW 2PLCS .357" DIA. ASTRAGAL a a RETAINER BOLTS rm WINDJAMBER II WR68T STRIKE PLATE 07 35" COMPRESSION WEATHERSTRIP BY THERMA—TRU 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET co _ENT ANEN l'7.l l 11 1 tl v Y 1, 0 J z 1.767 , ST EII i' ll-1 cor+su Tx++ts. iNc 813:6841 cm-1t/7/07/o1 WINDJAMBER 11 WR68T 24 SCALE NTS ASTRAGAL (ALUMINUM 052" WALL TYP.) DWG. er` WLN CHIC. er: RW piANCIG NO.: 5-2178 sNFFi 9 OF 9 Page l of l daphne From: "Matt Smurr" <m sm urr@Morrison Homes. Com> To: <daphneclarkinc@cfl.rr.com>; "Duane Shackelford"<DShackelford@MorrisonHomes.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 R 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 B03-013715 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