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HomeMy WebLinkAbout227 Venetian Bay Cir (2)PERMIT ADDRESS (`/ c-) V QJ, 1, x CONTRACTOR ADDRESS Morrison Homes 151 S6nthhall Ln 9200 Maitland, FL 32751 407-257-6940 -- _ CRC 041929 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION e--_-jC PERMIT # let DATE PERMIT DESCRIPTION (-1 aPERMITVALUATION 00 SQUARE FOOTAGE City of Sanford Certificate of Occupancy This is to certify that the building located at 227 Venetian Bay Circle for which permit number 05-78 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Building: B. Oden 03/30/05 Engineering: D. Richards 03/30/05 Public Works: J. Crumpton 03/29/05 Utilities: R. Blake 03/30/05 Fire Department: Zoning: Centex Homes Property Owner Conditions (if blank, no conditions apply) TVA 03/31/05 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: 03/28/05 PERMIT #: 05-78 ADDRESS: 227 Venetian Bay Circle CONTRACTOR: PHONE #: Centex Jeff 321-282-8823 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. ngineermi g--A %3 /o s— Tire Public Works Utilities lZoning 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 #: 03/28/05 05-78 227 Venetian Day Circle Centex Jeff 321-282-8823 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. 1) Engineeri ublic We Utilities D4ire lZoning licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY I o REQUEST FOR FINAL INSPECTIO11 f 1 q FZ NEW SINGLE FAMILY RESIDENCE 1 1 y 1 1 DATE: 03/28/05 t t t l lt t t t t l 0-1 y PERMIT #: 05-78 ADDRESS: 227 Venetian Bay Circle CONTRACTOR: Centex'''% rR= ra,. Ij PHONE #: Jeff 321-282-8823 a The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utilit' s Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 LMBC1001 - CITY OF SANFORD _ 3/29/05 Address Misc. Information Inquiry 16:09:52 Location ID . . . . . . Parcel Number Alternate location ID Location address . . . . . Primary related party . . Type options, press Enter. 5 View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240735 23.19.30.502-0000-0840 227 VENETIAN BAY CIR Free -form information LOT 84 **************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-78 PD 10-12-04 SEE REC #7236 3/4"WA METER SET FEE $190.00 PD 10-15-04 REC#7236 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel TT_ & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) March 28, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 84 Venetian Bay, 227 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 227 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 84, "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. rZolItck; nl Darae L. Przemieniecki P.S.Mr Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:,, BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 227 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 84 ," 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 I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans 611. 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. 7 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. V ft.(m) o d) Attached garage (top of slab) 15. 4 ft.(m) 00 E o e) Lowest elevation of machinery and/or equipment Li ca servicing the building (Describe in a Comments area) 14. 9 ft.(m) AC Service E 7 o f) Lowest adjacent (finished) grade (LAG) 14. 8 ft.(m) Z' o g) Highest adjacent (finished) grade (HAG) 15. 1 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) 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 CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 SIGNAT DATE TELEPHONE lk Atia.D \9._J1rn A 03-28-05 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the BUILDING STREET ADDRESS (Induding Apt, Unit, S 227 VENETIAN BAY CIRCLE CITY SANFORD information from Section A. For Insurance company. use: OR P.O. ROUTE AND BOX NO. Policy. Number STATE ZIP CODE Company NAIC Number FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Ii Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herz * .4ss®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 I N 89°59'43"E 50.00' L 2 S 89°59'43"W 50.00' LOT 76 LOT 75 LOT 74 L1 LOT 84 B- GRADING o 5.500 SO. FT. N CO:V..::.:<.;:. v 24. 7' O PORCH O O 15.3' O O 1979 O YORKSHIRE "A & B- SINGLE FAMILY RESIDENCE FIN. FL. ELEV:15.7 rn LOT 83 3 a o LU W LOT 85 w 0 w O O O O~ a O a6.0' O O O 12.7'0 o O Z 21.3' o 139.00' SET SET N6D NAO 0.4' 0.3' 0 ul N CIL r.c.r. - - - N 89° 59 ' 43 "E-+574 . 00 - P.c—.Pe--- REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT -F " PRIVATE ROADWAY ADDRESS: 227 VENETIAN BAY CIRCLE LEGAL DESCRPTION Lot 84, " V E N E T I A N BA Y occordng 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 ties within Flood Zone "X according 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 graplvc plottin from Flood hstrance Rate Mcps provided by FEMA. No field surveying was performed by this Fi-m to determine this Zone. The exact zone location can ody be determined by an elevation study. We assume no responsibity for actual flooding condtions concerrutg this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on l 1 l0 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, it any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or lormboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this once. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. 8. Copies of this Survey may be made for the original transaction only. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or Iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2005 Herx & Associates Inc. All rights reserved Certification: Not valid without Iha s/gnafuro and the original raised teal of a Florida licensed Surveyor an Mapper ey meets the requireme ' f the F a Minimum TechniciA Standa s contained in Chgpt 6 1 Florida Administrative de. William A. Herx, P. L. S. Florida Registered qartq Surveyor No. 3182 Daree L. Przemieniecki, P.S.M. Registered Su eyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Survey6caind Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943'W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i 1 I e r Engineering. hc. Job Number 2001. Legend Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back f sidewalk Pa PC Plat Book Point of CurvatureC2Centerline PCC. Point of Compound CurvaturedCentralor (Delta) Angle P. C.P. Permanent Control PointCALCCalculatedPG. Page CB Chord Bearing P.R.M. Permanent Reference MonumentCDChordPPropertyLineC.M. Concrete Monument P. P. 0. B. Point of BeginningEL. orELEV Elevation (Proposed) P.O.C. Point of CommencementFINALEL. Elevation (Measured) P.1. Point of Intersection FD. Fin.Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT Point of Tangency I.R. Iron Rod R Radius L Arc Length RAD Radial Llne LB Licensed Business RES. RES ResidenceResidence LS. Land Surveyor TBM Temporary BenchmarkMeeMeasuredTYP. Typical N/D(N&D) Nail and Disk 41 Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) CERTIFIED TO: JOEL B. & NICOLE J. MUSGRAY MORRISON FINANCIAL SERVICES OF FLORIDA. L.L.C. UNIVERSAL LAND TITLE. INC. FIRST AMERICAN TITLE INSURANCE CO 8.65 Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 01-017-02 Scale : 1-- 30' Plot pion perrormed: 07-06-04 Foundation Survey: 11-16-04 Finol Survey: 03-26-05 Revisions . Permit # :-0 S — U L Job Address: 11i -t r V tr Q-:1K C,11 Description of Work: + ° i Historic District: Zoning:. CITY OF SANFORD PERMIT APPLICATION Date• Q t D+ s t — Value of Work; S Permit Type: Building Electrical !( Mechanical Plumbing Fire Sprinkler/Alarm Poo( Electrical: New Service — # of AMPS 15-D Addition/Alteration Change of Service Temporary Pole A'k___ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: ©si %so (N Attach Proof of Ownership & Legal Description) Phone: H11)Q " ( oa I — ID 0 r)1) Contractor Name & Address:Q t 'S ` - ( t: t1 L j'} [{ (,J [ P ( Cl r Pf V . State License Number: E t •— Phone & Fax: —Rrls- n nPerson TJ2 U - Son ; 4 Phone: 31WO— Bonding Company: Address: Mortgage Lender: Address: ArchitectiEngineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of 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 requircWts ofFloridaLien Law, FS 71 Signature of Owner/Agent Date Signature of Contra r/ ent `Date Print Owner/ Agent's Name Print Con ctor/Agent', Name Jennifer Almodover My Commisabn DD272809 Signature of Notary -State of Florida Date Sig re of otary-State of Florida • a AtExpires December 07 2007 Owner/Agent is _ Personally Known to Me or Produced ID Contractor/Agent is /Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: 1/IV Zoning: Initial & Date) ( Initial & Date) Special Conditions: Utilities: Initial & Date) FD: Initial & Date) A ctry STATEMENT NUMBER CIOIJ All SEC: TWP- RNG .. .... .... ..... R -1Vi .... . ........ 14,"V)17 . .... .... .... .. OWNER NAME: ADDRESS APPLICANT NAME: -=^~ . -----------r--------- . ADDRESS: ___---- LAND USE CATEGORY: 0O1 - Single Family Detached House TYPE USE: Residential Detached - Construction WORK DESCRIPTION: Single Family House: e ..................... ... .... ... TOTAL DUEATEPER # & TYPE BE--NEFIT ---------- FEE UNIl RATE ^'^ — OF UNITS iFEE SCHEDULE DESC. UNIT . TYPE DIST.................... ___.... .... .... .... .... _-.... .... ... .... 1 $ 705.00ROADS O dwl unit $ 705^00 ' ARTERIALS CO WIDE ROADS NORTH O dwl unit $ 142.00 1 $ 142'00 ' COLLECTORS dwl unit $ 54.00 1 $ 54.00 LIBRARY CO -WIDE O . SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT u 2 285'OO STATEMENT SIGNATURE: ----------- RECEIVED BY -- ---cy PLEASE DATE: ...... ..... .......... NOTE 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** ADVI ARE DUE AND PAYABLE THAT THIS IS A STATEMENT OF FEES WHICH PERSONS ARE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY D5,SEn *n:/ux EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCl5 HE BY .ECr^"" A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS COFE THE OCCxpAcI:^"" SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFI A| QUuREMENuS nC. T"" OC. PANCY. THE REQUEST FOR REVIEW MUST MEET THE EKEGOIERNIN/ APPEALS MAY COUNTY LAND DEVELOPMENT CODE. COPIES OF THE NRULpuEMEvTATIOc O.. IC^, MA''BE PICKED UP OR REQUESTED, FROM THE PLA n n665 7"74.. -' 11/1 EAST FIRST UP, SANFORD, FLORIDA 32771; (407) - 4. 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 /ur LEFT OF THE NOTICE., STATEMENT IS VALID ONLY IN CONJUNCTION ITH ISSUANCE OF A*** THIS********* SINGLE UILDINGFAMILYB Permit # Job Address: . Description of Work: Historic District: _ Zoning: CITY OF SANFORD PERMIT APPLICATION AUG Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS _, Addition/Alteration Change of Service Temporary Pole _V" Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W ater Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential . V/Commercial Industrial Total Square Footage: • e9 5 Construction Type: GM u, # of Stories: 2--m # of Dwelling Units: / Flood Zone: _X (FEMA form required for other than X) 0 Parcel #: Owners Name & Address: Contractor Name & Address: aadl l ors clloue Phone & Fax: &07) 6Zq ( Bonding Company: IVA Address: /V/d Mortgage Lender: AV Address: /NA Architect/Engineer: //fib, Address: d37W 277A 5"02- 0000- Attach Proof of Ownership & Legal Description) Phone:}4076Z17DD71 Phone• 07 %%740 off) 681 -1917 Ata Application is hereby made to obtain a permit to do the work and instatio'f#5 2'Ifitlicated-l-certff ChaCn`owork 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 NOTIQ 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 a r manage nt districts, state agencies, or federal agencies. Acceptance of p t is v ification that I will notify the owner of the roperty of the requirtime o Florida ten Law, FS 713. S s Signa re of Owner/Agent D. a Signa re of Contractor/Agent at N Print Owner/Age t' J%lf Print Contractor/ Q W4& 0 --- ggg m o UJ SignrCatureofNotary -State of Flo a Date Signature f Notary -State of Florida Da X o1_ d O y ;' o T w ro Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or °r._* ; IC, Produced ID AJA Produced ID Cif} ae , - F D: r APP ATION APPROVED BY: BIdg:L r QI Co 6 4 Zoning: Utilities: Initial & Date) (Initial & Date) (initial & Date) (initial & Date) Special Conditions: a Q hh,cla c,'nc@C'1•rr. c0M Permit Number: Prepared By qaphne Clark and O.Box 784283 Return To: VWmter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MWEI CLERK OF CIRCUIT COURT SEMINOLE CCIL44TY BK 05432 F'S ID741 CLE RK" S #1 20- 041337: 2 RECORDED 08/2512M 03:57154 AM RECCIRDIN6 FEES I&N RECORDED BY L McKinley, 11 uiH4 : of CIRCUIT COd SE 000 _ e.0 lil l to niiTv AUG 252094 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. 2. 3. 4. 5. 6. 7. Description of property: C5i 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 z Z7 !%er W - ci s Sanford, FL General description of improvements: New single family residence Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407).629-5282 Fee Simple Title Holder: N.A. Contractor: Name Marek Bakun Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: Surety : N.A. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. - . 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A., 10. Expiratio date of notice of commencement: One year from the date of a ing. Date Signed Signature of Owner's Agent, Marek Bakun Sworn to and subscribed ore me this by Marek Bakun, who is personally known to me. tPa a D. A. MY COMMISSION 0 DD 214811 EXPIRES: UN 2712007 Signature of Notary: Notary Seal: T4"E P`OFF 6F rn ygHwryServiCeb Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re web.seminole county_title?PARCE PARCEL DETAIL Back a Seminole Ccwniv AoFcrty a,0+praircv c rrirrr 1101 K. PirO SI. Kwiford 11. 32771 407-665-7 51IC 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0840 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 227 VENETIAN BAY CIR SANFORD 32771 Just/Market Value: $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/imp 2003 Taxable Value: WARRANTY DEED 11/2003 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 84 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 8/19/2004 9:17 AM LIMITED POWER OF ATTORNEY DATE: AUG 2 4 2004 I HEREBY NAME AND APPOINT: DAPHNE CLARK GUSTAV BOTES tj z -a EACH AN AGENT OF: MORRI.SON HOMES 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 PERFO D AT LOT NUMBER: SUBDIVISION: ADDRESS:- AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. IUr"., 1 NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC 1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: AUG 2 4 2004 BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. SIGNATURE OF NOTARY: rrrnrrnnnnoamPCWCouommnnroomorovonmmommnme-yen=no LAU A K. H 8 ON o } U s Ownrnisseon # DDO a43351 9 Expires 8/20/2006 cAnorw Bonded through o (803432-4254) Florida Notary Assn., Inc. Cconucmnmooeoomomm®000uoummmeaommoommmmmmamoomuoona,, NOTARY SEAL. 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 CITY OF SANFORD 139.00' Matnof SurveyLINBEARING L I N 89° 59 ' 43 "E L 2 S 89°59'43"W LOT 76 LOT 75 LI LOT 84 B- GRADING a 5.500 SO. FT. 0 COV. z4.7' O PORCH 15.3' O 1979 YORKSHIRE -A Q 8- SINGLE FAMILY RESIDENCE FIN. FL. ELEV:/5.,r c LOT 83 3 a o O 65.00 O 140.04 O O a6.0'0 O 12.7'o o 21.3' Z I 0I + o CIL 14 I N 89°59-43"E4574.00' REFERENCED BEARING L2 0 u, DISTANCE 50.00' 50.00' LOT 74 PLANS REVIEMVIE-1) STY OF SANFORD W z LOT 85 02 CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWAY LEGAL DESCRPTION.' Lot 84. " V E N E T I A N BA Y according to the plat thereof as recorded in Plot Book 63. at pages 84 - 88 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Pace/ shown hereon ies within Flood Zone X .. according to the Flood hswance Rate Map Community Panel Number 120289 0035E.Dated 0411.7195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graplvc plottnq from Flood hstrance Rate Mcps provided by FEMA. SurveyingNofieldsveying was performed by this Firm to determine this Zone. The exact zone location can oriy be determined by on elevation study. We assume no responslbity for actual flooding condtions concerrnng this parcel. PCP. SETBACKS: Max Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner I5' TEE SO. FT. . 56 ' Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA -3.077SO.FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY C17CLE as being S 89°59'43-W. Vertical datum is based on NGVD per Engineering construction plans by Ned Hill e r Engineering. hc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on PR 0 P05 ED Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark OAS Offset subsurface/ aerial encroachments, if any, were located. assumed datum) O. R.B. PB Official Records Book Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, it any, are assumed and were obtained from approved CA Centerline PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown a CALC Central or (Delta) Angle CalculatedCB P. C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed Chord Bearing P Page temporary Benchmark shown hereon. CD Chi-d P. R.M. Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P/ L P. O.B. Property Line Point of Beginning Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P. O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) p 1 Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Elev. Found Finished Floor Elevator PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point of Tangency 8. Copies of this Survey may be made for the original transaction only. P. I. R. Iron Rod R Radius Denotes W iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length R40 RES. Radial Line Residence A" iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. PPLB Licensed Business R/W Right -of -Way 0 Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea Measured TVP. typical O 2004 Herx &Associates Inc. All rights reserved N/ D(N&D) N. R. Nail and Disk Not Radial Fence symbol (see drawing) y ( X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal 01 a Florida licensed Surveyor a ap This survey meets the require s of the Flo.'a Minimum Technical laniards as contained in {.h t 61G17-6 F rida Administrative Cke. Darae L. Przemieniecki, P.S.M. RegislerjSurveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surv4kir and Mapper No. 6092 Herx d Associates Inc., Stale of Florida LB 4937 Sketch of Le9ol Description This is not o Survey Drawn by: AH Checked by: OP Prepored For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot pIan performed: 07-06-04 Foundation Surrey: Final Surrey: Revisions . CITY OF SANFORD PERMIT APPLICATION Z Permit # Job Address: Description of Work: Historic District: ryas / / / - Zoning: V a/ Value of Work: $ 4 Permit Type: Building Electical Mechanical I/ Plumbing Fire Sprinkler/Alann Pool Electrical: New Service - # of /jDciPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential 1/ 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 Wa r Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address' GT/ Phone: Contractor Name & Address: A$18>L J 09 COMILRCV,.S'$ R Ti' .C''TTT7`T' License si73 J W RUM Phone & Fax: dXAn MARYPT ImPa324(QQ 0Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance 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 pennit 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 Sne n c n iance with all applicable.laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CQ'MM - M NI' MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOURPROPERTY. IF YOU INTEND TO OBTAINFiNAN G,C SU WI'fl-I URLENDER OR.AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions plicable this p pert, at n y be ibund in the public records of this county, and there may be additional permits required from other governmental entitie such as er ma gem distrts, state agencies, or federal agencies. Acceptance of permit is verification that I will notity the owner of the property of Signature of Owner/ Agent Date Print Owner/Agent' s Name Signature of Notary - State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: equir ents o • or Lien L/,FS 713. wriatureofConnactor/ Agent / Date Ro6arG. Ge O EZ" 5 S P ' Contractor/. ent' ame Signature of Notary -State of Florida Date Contractor/Arent is _ Pt ersonally Known to MeorProducedIDInitial & Date) Utilities: Initial & Date) FD: P" " It419iN[M C. TWNER- - oir L kC)021=893knritirg 3U c w r ublc Lntlzrwrit=rr R 2--03-204 1 2 59F H F'1Z01`1 V IA CfTY OF SANFORD PERMIT APPLICATION Dale: JobAddrtcs: ' m—` I L fllinfC e ` Dracription of Work- `J I /( 'CAS 94 not l f ()t i c. Y Y1 Historic District: V7onln c' alue oPWorork_ S Q —' Permit Typo: Building Electrical Mechanical Plumbitlg Fire Sprinkler/Alarm Pool Electrical: New Ser icc —q OrAMPS -- Addition/Altmtion _ Chuige ofSavice Tern portuy Pole Mechanical: Rtsirietatial Non -Residential Rcpleoentcrtt Now Ruct Yout de 1?rtugy Chia RcquireJ) P umbiarj New Commercial: # of Fixtures # of Water & Sewtt Lines # of Gas Lines Plumbing/New Residential: H of Water Closets_ Plumbiag Repair -Residential or Corrurter6al Occupancy Type: Residential COM"netclal Indu$triAI Total Square Footagt: Construction Type: # of Stories: N o(Dwclling Uniu. Flood Zont: FEMA form roqu/red for ether than X) Parcel #: __ l4ii ch Proof of Ownership, & Legal Dmcripdoq) Owners Name dt Address: tt' IOC C S f1 h t-} \ owtrattor Name dY Add.: f 1 u U e11-2 State I1ceete Number: k-- 1- L Phone & Fat: d t (' L D L -\ _iontL f / ( cL. V1_.411 rhune 1'7 r'S-i-t CQ Bonding Com(nany; 7 Address: MottgaBe. Lender: -- Addrest: --- Arch [tee VEng(neor: - - Phone: Address:5 ; Fa;: Application is hereby made to obtain a pcnnit to do the work and installation• as indicaW. I certify that no work or installation has comictrced prior to theittuanteofapermitandthatallworkwiUbepetfixmodtottteattandsr& of all laws regulating oonstruttion in this juriadictiom 'I undenuad that a separatepermitmustbe. secured for ELECTRICAL WORK. PLVMBINO, SIGNS_ WljI LS, POOLS, PURNACES, BOILURS, HEATERS, TANKS, andAIRCONDITIONERS, cte. OWNER'S AEf IDA Vlj: I certify Uut all of the foregoing IAlony on it •crass and that all work will be done (p compliance with all applicable Ig gtdao4Hconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COmMENCrimwr MAY RESULT Dd YOURws PAYI,GTWICEFOR (MPROVBMENTS TO YOUR PROPERTY. if YOU INTEND TO OBTAIN FINANCING, CONSULT WIT)( YOUR LENDER OR ANATTORNEYBEFORERUCORDINGYOURNOTICEOFCOMMENCEMENT. NQL!LF: In addition to the requirernentt of rids permit, that may be additional restrictions Applicable to thit property drat May be found in the public records ofthiscounty, and thcro may Ire Additional pcmtits required from other governmental entities such As water managcmcal diatticts rite agcrttia, or federal ag<tuies. ACteptanco of pennit is Y ifi"tion Uses I will ootify the owner of tht propaty of the require of FI L' ' Law, 713. 1 . Sig of QwnerlAgcnt Date Si a rc of C it ctot/Agent Data Print OW119F Agent's Name Pri Coara,etoi/Agenr'e Name i Pus E Vt1 ( 10+ o tSignatureorNotary -State of Florida Dsi Sign * .taYo e cc EXPIRES: November 12, 2006 Bonded Thru Budget Notary Services Owner/Agent i_. Pcttonally Known to Me or o Contr•CwrMgcrn is `: er:un•Ily Known to Me orProduced10 ` Produced IL) _ - APPLICATION APPROVED BY: Bldg: Initial & Dam) Special Conditions: k(Won Gilman My Commission D0315074 F-lr9* May 03, 2W8 Zoning:. Utditic.: _ FD. Initial & Dateirwl& ) (btGam) _ (Initial & Date) T USS INDEX SHEET OM-4010FICPerRule61G15-31.003 of the Florida Board of Engineers Customer: MORRISON BuildingJobIdentification: Z1979AB SupplyAddress1VENETIANBAY Address 2 LOT 84 aV 0MUYcompsny Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION General Building Design Information DBASMrTI-I LuMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APo A BLVD. s. ANSI/TPl 1 APoPKA, F 3243 Design Loads 299- 522 Roof: 37 PSF F. 407 2 9.153 Floor: 55 PSF, F Wind: 120 MPH ASCE 7-98 A„ Engineer of Record BROWN, COOPER, GWIN OF 537 N VIRGINIA AVE., WINTER PARK, FL AA#2661 Or Building Designer: Seal D l2. 'V 134u1.,04 Truss " Ineer: William M. Ranieri Alpine Engineered Products Design Software FL LiC.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: F1 F2 F3 F5 F6 F7 R1 R2 R2A R3 R4 R5 R6 R7 R8 R9 R10 R11 4, R12 R13 R14 R15 R16 R17 R18 R19 R20 H1 H2 E1 E2 c1 C2 C3 35 Plus Standard Details LARDS REVIE141VED Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers e LAID FLOOF FLATS HEIGHT 0, 18 - 3/4' UI`.ILET3 OTHEhU%15E NOTED EI'ITF, GOLIJMH/ KNEEW4LL a 130 FI- HT. I')T FLOOF, FLATE HE16HT o ri'4' l-Il ILE9 OTHEFWI -E NCiTED William M. Ranieri, PE FL Lic. No. 42704 I HbL-ecd=SlefYBO 1 15- U 4 o c2 17 7 0- c.2 C'I EI L —LL L Fq \\ F7 \ F5 F4 \ i 1 q- F3 EAM A-3.5' % li'a 15It LVL BOTTOM —1 4 FLATE HEIGHT FI w o' I 4' EF, IT - /' q' 4, rr,G IT - y T FI J F7 1 i'Pi./+IT: P. 2 y q F24 F 1' F4 \_ FIO FII F12 FW 10 0 LEI-nk;Y• 11, 3 FI7 Fie,, III 21' 4' ,_ n 4' 6EAFINI., a GOL4vI1,1 C.EIdT. r 4' The Truss Engineer's seal, when applied, confirms the placement of the truss framing as it relates to the truss designs specific for this structure. The truss framin is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framing and/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateral loads from wind and/or seismic activity is the responsibility of the building design professional, Additional appproval by the building design professional shall include, but not be limited to, design loading, lengths, profiles, pitches and depths. 1P f( ANTEALTOP.: ke 1,' 17q A `, DOIAJ`? FM. Arr1FE' S SL ALE DATE I LAYOUT ID. DF.AWIN BY IJ< IJE O'i-'t2-IA 2H'gAB F'LWII:H rk, Lr rF11=-,Ec E A lc 1 INN BLOCF E PEEF PIPPOII- HOLD TRVS`E`' W FAI`+Efi HEEL`.+ i l f• BACI, 1 111 BLOCIT I lit' OI'I FFAI..E WALL"! MYTH L-UMDEF CO. FOOF TF YCn CIIVP-IIUN 2722 SOUTH AFOFKA DL-VP AFOFKA., FL. 32703 407) 2qq - 1522 FA;: (407) 2qq - L1153 Engineering Certificate Of A. utl'l0ri=(rti019 # q?I(5 NOTE`-) . 1) IT r, THE PLILrEF'S Pi 9, Inw rLIT'I TO VEFIFY TFIJ' y `-A {MEAT FLAT AI# TCJ'i6 IE`;ICN I OF-.AWINGS A(,AHST FIELD COIWITO•h LT I, OE51CiN I ITEI IT. EFECEIY.E SEC.TkNN (43111 AIN9/Tn -FW51 AFFFOVEO WhE ( FFNT) SITED _______ GATE _ _ Z) 1FTF- ES AI I`.,T I k,T PE (A IT OF ALTErcr, H Al h IA'. W'ITFk41T MAC, ALITI-kTI=ATk'1I r . 4 Ti TH TFI KS CIWAI,11' j) Tn. r THAT APE TWIT OF ALTEFED W KUT & IIhkMI_ATk1,I W L Et F.EFAfEO OF FEr- AC20 AT (4I`.,TCNI E:-.FEI•F-E 4) PALJ;iH FrE•' Cjk AI•f I:I n \I'LL I V PE CtTNSI ErED 'S9TFk7J7FrOFF.EVIEW AID YFITTEII cLj'j ! T 5M'i TH TFI l5S (Of f04 PtTAIL-': 1) F. EFEF. TO Hr- q (nUAI .EIIOATONS FOF H41,0 IK, INITALLATICAN, Al TEWOF:AF.Y CFA,1.16) FEFEF. TO EMI ' VEEN Of AWN65, FOP FEF-1,01T P,FACI'li, FEIY,.FEO 2) ALL TFUSSES ( IN4LLF4N6 TFLIi5E9 MVIE, VALLEY FF4"1V,) Kr1 T P.E 60,FLETELI' DECCED CC FEFEF. TO VALLEY TF115S GETALS FIT ALTEFNATE BFA(. 4,6 MAIrEAIENT' 3) ALL VALLEY , TO PE COf NEINTV414LLY FFAIII E'( PLLOEF 4) IITEPkIF LOAP Pf AMV., WALL!+ 5) Flw'k F .305T5 MA'I PE AOJ ISTED IF 7O 4 11 FIN' 21r 5TOFY FUN IAi HANGERLEGEND ALL FOOF TM 13S HAIW-UF 5 TO PE ''J1.f411 FII'.+ZG OF VSP (KAHT-. Aril TMZc II Ull, I MET, OTIEFVW Z ALL FLOOF. TFI( SS HAI KEr. T( I PE'+IIV O,) THA422 OF LIY 0,W IT--'S, f+FN-HZ'Z I.ILES'+ I Y.41fr, I1TIEFWF.E. SIMPSON I USP KANT-SAG y- HUS26 OR THD26 @' - HHUS26-2 OR THD26-2 51 - HHUS28-2 OR THD28-2 HHUS48 OR THD48 t€r - HGUS26- 2 OR THDH26-2 J- HGUS28-2 OR THDH28-2 HGUS28-3 OR THDH28-3 I- buux2lu UH bKH210L/R V- HGUS48 OR THDH48 W THA422 OR MSH422 l'- THAC422 OR MSH4221F W - HUC410 OR H04101F p' - THJA26 OR HJC26 T 0 F\ Y 4,, T E F LJ Cl I /L, L- ff 0 F 2NI) --1 T 4NIL : 2NIIFL-OOF TO ' FL-,Z\NE_" I CF 5, 6„ THTc nw: PPFPAPFn 1— 11-11Tco T-1— enc a nTUF"ctnni ciao n LIVVJAB - -F1 TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT X = 4-0-12. - TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-1-8 15" 2-10-8 5 TyP• 2 X 4 III 2X4 (R) = 2X4 III 2X4 III T 1 0-8 2X4(R) = 1.4 i 0 8 9 4 2 X 4 III 8-3-0 Over 2 Supports—— R=441 R=441 Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 19.633 WARNING** .TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILT ING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOF RIO DR- SUITE 200, MADISON, IJl 53719) All NTCA (WOOD TRUSS COUNCIL OF AMERiCA, 6300 ENTERPRISE LN, Building MA DI SON, WI i3719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS O1'HE RIJ ISE INDICATED, Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. m"E Fxc—pan, O RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE SBA S— Lu.— Co TRUSS IN CONFORMANCE IJ 11'H TPI; OR FABRICATING, HANOL III G. SHIPPING, NSTALLING 8 IT ACINGrOF TRUSSES: 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE APOPKA, FL 32703.. CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY 407-299- 1 522 PLATES TO EACH FACE OF TRUSS ANO, -UNLESS OTHERIJIBE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-1. FAX:IONAL 9- 9 1 53 ANY INSPECTION OF PLATES FOLLOW,D BY ON THIS PROFL ESSIONALENGINEERINGDRAWINGINDICATES' ACCEPTANCE OF PROFESSIONALLENGINEERINGERESPONSI B ILITYTOSOL ELY3FORTHE TRUSSACOMPONENT CERTIFICATE O F AUTHORIZATION#9218 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. _ QTY:3 FL - 1 R Scale =.375" Ft. P• N0. 42704 ' STATE OF r 9Z7 "<OR10P' 1 fj A1. EN' May 10 ' 04 TC LL TC DL BC DL BC LL TOT.LD. 40.0 10.0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R352-- 94624 DATE 05/ 10/04 DRW SLTUSR352 04131008 SLT-ENG WMR SEON- 31348 DUR.FAC. 1.00 FROM RH SPACING 24. 0" JREF- 1SCT352 ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly/yAt1 - -FL) TOP CHORD 4x2 SP #1 Dense BOT CHORD 42 SP SS Dense WEBS 42 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 12.00 BC From 10 PLF at 0.00 to 10 PLF at 12.00 TC 796 LB Conc. Load at 8.65 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-0-8 4-11-12 I 27.5" 5" TYP• 2X4III 2X4 (R) = 4X6= 3X4= 3X4= 4X6= R=880 14=3.5" SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 7-4-8. 4-11-12 3X4= 3X4= 4X6= 2X4III 4X6= 2X4III 2X4III 3X6= 4X6= 3X6= 12-3-0 Over 2 Support 4X6= R=1237 2X4(R) = 1-I4- 0 8 9-4-DL y— L PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.1QTY:1 FL 1 - - R - Scale =.375" Ft. Building Supply WUtsEIE— P.ny ORLANDOTRUSS DIVISION DBA Srern. LumRm Co 2722 APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-9153 PRO FES SIGNAL EN GIN EERING CERTIFICATE OF AUTHORIZATION #9218 WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TP1 (TRUSS PLATE INS T11'UTE, 587 D' ONOFRIO DR., SUITE 200. HADISON. VII 5J719) AND HT(WOOD TRUSS COUNCIL OF AM LA. 6300 ENTERPRISE LN, MADI SON, WI 5J719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVII SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOFT OM 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 SE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE OR OVIS10NS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND I'P1. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/16GA 1W.H/S/k) AS TM A653 GRADE 40/60 (W. k/H.S) GALV. STEEL. APPLY PLATES TO Ej.A1 CH FACE OF y'°.0 55 AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAIIINGS 16OA-Z. ANYINSPEC7i1JNOFPLATETFOLLOWDBY (1 SHALL BE PER AN A3 OF FP I1-2002 SEC. 3. A SEAL ON IH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOIJN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDIIGDESIGNERPERANSI/ TPIISEC.2. 7P 1"'` IF1/w••q••. f V ••. G : No. 42704 e a S STATE OF • "` 9O •:.. O p10 • f S, QNs G May 10 '04 T Q L L T C D L BC DL BC L L T 0 T . L D 4 0 0 1 0. 5. 0 0. 0 55. 0 P S F P S F PSF P S F P S F R E F R 3 5 2 94625 DATE 0 5 1 0 4 DRW SLTUSR352 04131041 S L T - E N G / W M R S E Q N 37306 OUR FAC 1 QO FROM M SPACING SEE ABOVE JREF- 1SCT352_ZO3 THIS DWG PREPARED FROM COMPUTER TNPIIT (I OAOC A nTMFNSTONS) SHRMTTTFO RY TRIICC MFR ZIVIVAb - -F3 TOP CHORD 4x2 SP #2 •' SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.06" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD AT X = 7-0-8. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1 18" 15-4-8 5-4-8 5" TYP• 2 X 4 III 2X4 (R) _= 3X4-- 2.5X4- 2X4 III 2X4 111 2 AX4 3X4= 2X4 III 1-0-8 9 FYn= 9 GYn— 9 rVA ,o FVnVr= 3X6-- 12- 3-0 Over 2 Supports R= 661 W=3.5" R=660 T 2X4O— 1 4 8 9- 4-0-L1 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 WARNING" TRUSSES REOUTRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED 'BY TIE (TRUSS PLATE INSTITUTE, 583 D' ONOFRIO OR., SUITE 200, MADISON, WI 11719) AND WI'CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTE RPR[SE LN., Building MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. eHblsElEYM " y O RLANDOTRUSS IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED DIVISION PRODUCTS, [NC. SHALL NOT BE RESPONSIBLF. FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DBA Srfvin Lu. .. Co TRUSS IN LO NFORMA NCE WITH TPf: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 6 BRACING OF TRUSSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY - 407- 299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE TOON THTS DESIGN, POSITION.PER DRAWINGS 16TOA-Z. FAX: 407-299-91 53 ANY INSPECTION OF PLAIES FOLL 0'0 BY (1 SHALL BE PER ANNEX A3 OF TPI 1-2002 SE C. J. A SEAL ON THIS PROFESSIO NAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION #921E3 DESIGN SHOI IN. THE SUITABfLITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. a OTY:1 FL 1 - - R - Scale =.375" Ft. Q ,....:,, TC LL 40.0 PSF REF R352-- 94626 y. GASIFlC,9i'4 TC DL 10.0 PSF DATE 05/10/04 i No.42704 ; = BC DL 5.0 PSF DRW SLTUSR352 04131009 a- 6°; STj BC .LL 0.0 PSF SLT-ENG /WMR TOT. LD. 55.0 PSF SEON 37369 DUR. FAC. 1.00 FROM RH. May 10 '04 SPACING 24.0" JREF- 1SCT352 Z03 LiJ/'JA tS - -r 5) TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS 1-0-8 3X4III 2. 5X4= THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIO TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3X4III 3X6= 2.5X4= 3X6= 12-6-0 Over Continuous Support R=106 PLF W=12-6-0 Note: All Plates Are W2X4 Except As Shown. 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 BCS[ i-07 (BUILDING COMPONENT SAFETY INFORMATIONI, PUBLISHED 8Y iP( (TRUSS PLATE INSTITUTE. 583 D'0 0FRI0 DR.. SUITE 200, MADISON. III 53719) AND WTCA (WOOD TRV55 COUN GiI OF AMERICA, 6300 ENTERPRISE LN, BuildingMAGI SON, 411 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE OBA Sn rrn LUMaert Co RUBS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING & BRACING OF 7RUSSE5. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE APOPMA FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, %I.S) GALV. STEEL. APPLY 407-299-1522 PLATES TO EACH FACE OF .RUBS AND. VNLESS OTHERWISE LOCATED ON TNIS DESIGN, POSITION PER DRAWINGS 160A-Z. i SHALL BE PER AN [IN A7 OF TPI1-2002 SEC.3. SEAL ON THIS FAX: 407-299 9 1 53 ANY INSPE C746N OF PLATES FOLL DINED BY (t) A PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP011 S IBIL ITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATEOF AUTHORIZATION #9218 DESIGN SHOUN. THE SUI TABiLITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF IGNER PER ANSI/TPI 1 SEC. 2. 1 I4y 0 8 9-4-D --L Q T Y 1 13`: 'rcRSIFICgT 'p G No.42704 STATE OF 90 ORI:1D May 10 '04 FL/-/l/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR . FAC': 1 A SPACING 24.0" Scale=.375"/Ft. REF R352-- 94627 DATE 05/10/04 D R W SLTUSR352 04131010 SLT-ENG /WMR SEON- 37372 FROM RH JREF- 1SCT352 ZO3 liy/yAb - -F6 THTC nWr, PPFPARFn FRnM r(1MPIIr FP TNDIIT nnc e. n-M Q111 rrrrn ov ro,irc urn TOP CHORD 42 SP #1 Dense •* BOT CHORD 4x2 S,P #2 WEBS 42 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00-/ PLATE DUR.FAC.=1,00) TC From 100 PLF at 0.12 to 100 PLF-at 5.88 BC From 10 PLF at 0.0-0 to 10 PLF at 6.00 TC 478 LB Conc. Load at 2.15, 3.86 1-0-8 2-10-8 18" 1-7-8 511 TYp 2 X 4 III 2X4 (R) = 3X4 2X4111 3X4= 2X4 III WIN= 6-0-0 Over 2 Supports—__ R=795 W=6" R=796 2X 4 (R)_ — 1 4 0 8 9 - 4 - n , LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X = 2-9-0. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI R De'si n Crit: TPI-1995 STD 6.10 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. 20 1®F0_1©® REFETO SCSI 1-03 (BUICOMPONENT SAFETY INFORMATION), PUBLISHED 81 TPI (TRUSS PLATE INSTITUTE, 1.1 IJI R SUITE D' ONOFRIO DR.20DI5N , 0, MA IS 053719) AND HTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, Building MADISON, IJI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 1D CEILING. wo" ttrco "p ORLANDOTRUSS IMPORTANT**- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DBA S.— Lume[w Co TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. 2722 APO PKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/I8/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV.. STEEL. APPLY 407-299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z. FAX: 407-299-91 53 ANY INSPECTION Of PLATES FOLLOWED BV (.i) SHALL BE PER ANNEX A3 OF TPI1-2002 SE C. 3: A SEAL ON THIS PROFESSIONAL ENGINEERING DRA4II NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTI FICATE OF AUTIHORIZATION# 9218 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/ TPI 1 SEC. 2. - U" OTY:l FL 1 - - R - Scale =.375" Ft. P,•......... RSIFI / Q°` No.* 704 1e, STATE OF g ie`;••. 4OR10P'- ss NA1. EN' May 10 '04 TC ILL TC DL BC DL BC LL TOTAD. 40. 0 10. 0 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R352-- 94628 DATE 05/10/04 DRW SLTUSR352 04131011 SLT- ENG /WMR SEON 37238 DUR.FAC. 1.00 FROM RH SPACING SEE ABOVE JREF- 1SCT352 ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly/yAb _ -1-/) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 13" 5-4-8 -=T 5" TYP• 3X4111 1-0-8 2.5X4= 2X4= 2.5X4= 2.5X4= 2X4 III SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.00' STUD WALL (13.75 PSF) SUPPORTING 12-7-0 ROOF SPANS WITH 1-4-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 17.00 PSF DL. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X = 5-3-8. 0- 3X4- 2X4 III 4X6= 2X4= ILL 9 1,x4- 2 Y4- 2X4 III 4X6= 3X6= 2.5X43X6= L- 1-11-0-j 12- 6-0 Over 2 Supports R= 473 W=3.5" R=1704 W=3.5" 3 X 4 III 1 4 0 8 9- 4-d '—L PLT TYP. Wave TPI R Design Crit: FLOOR 6.10 n 0TY:6 FL - 1 R - Scale =.375" Ft. Bu'' J,n Supply9E mP•"Y ORLANOOTRUSS DIVISION DBA srnxrn Wmaew Co 2722 APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 REFER NTON BCST 1R 03SE(BUILDINGUSS EOUIRE COMPONENTEXTREMEC SAFETARE IIY INFORMATION). PUBLISHED BVH TPFABRICATION, HANDLING. P 11G. (TRUSSSPLATEN INSTDITUTECIIG. 583D' ONOFRIG DR., SUITE 200, MADISON. WI 537191 AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,•'`1F1Cw"•. MADISON, HI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHE RI ISE INDICATED. ROGI DH OEDL I HALL HAVE PROPERLY ATI ACHED STRUCTURAL PANELS AND BOT TON CHORD SHALL HAVE A PROPERLY ATTACHED IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INL. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B"TO THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALL [t1G 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/IOGA (W,H/S/K) ASTM A653 GRADE I%11 I. K/H,S) GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAIJINGS 160A-Z. ANY TNSPECR ON OF PLATE'S FOLLOIJED BY (i) SHALL BE PER ANNEX A3 OF TPI1 -2002 SE G. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPOIT SIBIL[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. 4 S O NO. 4270T AQ : STATE OF Q." 7770 '. P yORSV••• A ALy May 10 '04 TC LL 40.0 PSF T C DL 10.0 P S F BC DL 5.0 PSF BC L L 0.0 P S F TOT ._ LD . 55 .0 PSF REF R352-- 94629 DATE 0 5 / 1 0 / 0 4 DRW SLTUSR352 04131012 S L T - E N G / W M R SEON 42209 DUR FAC0. 1 . 00 FROM RH SPACING 24.0" JREF- 1SCT352_ZO3 L1`)/`)Ab - -R1 THIS DWG PRFPARFN FROM COMPIITFR TNPHT N nAn5'F. FITMFNSTnNS1 SIIRMTTTFII BY TPIISS MFR TOP CHORD 2X4 SP #2 BOT CHORD 2X4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT'FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 0-.4-3 5X6= 3X8 (Bl) = bxb= 5xb- 5X6- 3X8 B1 -- 1 4--0 1-4-0 20-0-0 20-0-0 j 40-0-0 Over 2 Supports - R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING*• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING.' INSTALLING AND BRACING. REFER TO ICSI 1-07 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. -583. D'ONOFRIO DR., SUITE 200, MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I.N. Building MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. , a NbISEmc mp-y O RLANDOTRUSS IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION - PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE DBA S—H LYMBER CO ORTRUSSINCONFORMANCEWITTPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF 1RUSSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE OF NOS (NATIONAL DESIGN SPEC, 8Y AFBPA) AND TP I. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY . 407-299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A -Z: _ FAX: 407-299- 9 1 53 ANY INSPECTION OF PLATES FOL LOVED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SE C.3. n SEAL ON. THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION# 9216. DESIGN SHOWN. THE SUITABILITY AND USE OF'THIS COMPONENT FOR ANY BUILDING IS THE RESPONSI BILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. - 10-4-3 0-4-3 9-4-0 T + n 0TY: 6 FL - 1 - - R - Scale Q N,,,,;„l TC LL 20.0 PSF REF R352-- 94630 TC DL 7. 0 PSF DATE 05/10/04 N0.42704 i a BC DL 10. 0 PSF DRW SLTUSR352 04131013 STATE OF. BC LL 0.0 PSF SLT-ENG /WMR O..... • TOTAD.1 37.0 PSF SEON- 37330,. ss aNAt. DUR. FAC. 1.25 FROM RH May 10 '04 SPACING 24.0" JREF- 1SCT352 ZO3 L._> — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9AB - -K2) TOP CHORD 2x4 SP #2 DOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 13.23 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. 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. CALCULATED VERTICAL DEFLECTION IS 0.02" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD AT X = 7-4-11. 2 X 4 111 15-8-0 Over 2 Supports > I R=677 U=252 W=8" R=563 U=322 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u QTY:2 FL 1 - - R - Scale=.312511 Ft. o©®• ** WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING -A NO BRACING. f. .......... T C L L 20.0 P S F R E F R 3 5 2-- 94631 REFERONOF1'O BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMAfIONJ, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 r MADISOONIOWDR57719)T FOR09AFET. MADY I PRACTICES3PRIORATO PERFORMING THESE FUNCTIONS. AUNLESS OTHERWISE E INDICATED. :FI '•. ,/ f '7 Building OP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED w'.` T C D L 0 P S F DATE 0 5/ 1 0/ 0 4 Supply RIGID CEILING. No.42704 I BC DL 10.0 PSF DRW SLTUSR352 04131014 eNbLSEIETc TRU **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDORLANDOTRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE i STATE OF '• BC L L 0.0 P S F S L T - E N G W M R DSA srm,tumeew Co TRUSS IN CONFORMANCE II ITH TPI; OR FABft I ANYING. HANOL ING. SHIPPING. INSTALLING 8 BRACING OF 1'RU SSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN G. BY AF&PA) AND TPI. ALPINE 4OR,OP: APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) A51M A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY - F'••y \ T 0 T . L D . 37.0 P S F S E Q N - 26226 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAIJINGS 160A-ZS. 407 299 91 53 ANY INS PEC TWO N OF PLATES FOLLOUED BY (i SHALL BE PER ANNEX A3 OF TPI 1-2002 SE C. 7. A SEAL ON THIS p { FAX: 407-299-9153 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D U R F A C! 1 2 J FROM M PROFESSIONAL ENGINEERING DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE CERTIFICATE OF AUTHOR RATION#9218 BUILDING DESIGNER PER ANSI/TPI I SEC. 2. May 10 '04 SPACING 24.0" JREF 1SCT352_ZO3 THIS DWG PREPARFO FROM COMPUTER TNP11T n nAOS R OTMFNSTONCI SHRMTTTFR RY TRIICC MFR Lly/yAb - -K2A TOP CHORD 2x4 SP #2 "' " BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X = 7-4-11. 0-4-3 L T i 120 MPH WIND, 13.23 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. 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. 2 X 4 III 2X4 (A1) = 5X4= L1-4-O j R=689 U=254 W=8" 16-0-0 Over 2 Support R=558 U=309 W=3" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 g QTY:5 FL - 1 R Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BCST1-DT (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY 1PI (TRUSS PLATE INSTITUTE, 583D'ONOFRIO DR.. SUITE 200, MAD ISBN. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, P w, r T C L L 20 . 0 P S F R E F R 3 5 2-- 94.632 Building MADISON, WI 53719) FOR SAFETY PRACTICES PRIORIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, t Y:P'CIFI sr' Supply- R OI DILIryOLL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CNORD SHALL HAVE A PROPERLY AT TACHEO F ,'! TC D L 7 0 PSF DATE 0 5 / 10 / 0 4 GIDHCE z No.42704 11ou-Y=omP."Y IMPORTANT**- FURNISH A COPY OF THIS DESIGN TO THE BC DL 10 0 PSF DRW SLTUSR352 04131015 ORLANDOTRUSS DIVISION DBA 5h•viR Lurnaew Co INSTALLATION CONTRACTOR. ALPINE ENGINEERED' r PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. i# O : STATE O F : B C L L 0. 0 P S.F - S L T - E N G / W M R 2722 APO PKA BLVD. APOPKA, FL 32703 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/166A (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY O(y i<OR OP` fwl (( T 0 T . L D . 37 . 0 P S F- S E Q N 26231 407-299-1 522 FAX: 407-299-9 1 53 PLATES TO EACH FACE OF TRUSS A NO, U NLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.,. A SEAL DN THIS A pi PROFESSIONALNAL EN GIN EERINGZONALNG DRA14ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D U R . F.A C . 1 . 2 5 FROM M CERTIFICATE ORI7INEE DESIGN SHOWN. THE SUITABILl TY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 6u a DING DESIGNER PER ANSI/TPI I SEC. 2. May, 10 '04 SPACING 24.0" JREF- 1SCT352 Z03 Lly/`iAb - -KS THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 T 5X6= 5X6= 3X8(B1) = 5X6= 5X10= 5X6= 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 TCOL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X8(B1) 1-44---0 1 4-0 19-0-0 _L,o_q, 19-0-0 _I 9-10-3 0-4-3 1 9-4-0 40-0-0 Over 2 Supports _ I R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 '" 0TY:l FL - 1 - - R - Scale =.125" Ft. A ® ® C m4/ -TMi- Buildingg Supply a Nb SEIFYco PR8U" O RLDIVISION USS DBA *MYTH Wma[R Co 2722 APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-9153 PROFESfCATE OF NALAUTHORIZATIONCERTIFICATEOFAUTHORIZATION #921EiORIZAIONN.#9 WARNING** TRUSSES REQUIRE EXTREME LAKE IN INFOR ATINN, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BC51 1-03 (BI111-DIN' GET ONE NT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE [N STIIUTE, G. 0'0N OFRIO DR., SUITE 200. MADISON, WI 5J719) AND WTCA (WOOD TRUSS COUNCIL OF AMER'CA, 6J00 ENTERPRISE LN, MAIISON, WI 111111 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD Sh1ALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 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 BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANOI.ING, SHIPPING, INSTALLING 8 BRACING OF TAUSSE S. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, ByAFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) CALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-Z. pRAWINGANYPINDI CAT IF PACCEAT I ILLPTANCE 00FOPR OFE S S]ONAL LE BGi PER ANNEX ADXESPON SI Blll1'YOOSO SEC 3FOR THE TRUSSAC MPONE NT OFSIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESTON SISILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. P RL v` -7/ A F C••••• /( 3• `[ % ;• y N0.4*2704 :* STATE OF • p A Ltv90 ••;C 0fl,o C:.• / n••••••••••. S DAIA1.l May 10 '04 T 1. L L 2 0. 0 P S F T D L 7. 0 P S F BC DL 10.0 PSF B C L L 0 . 0 P S F TOT. L D . 37.0 P S F R E F R 3 5 2-- 94633 DATE 0 5 1 0 0 4 DRW SLTUSR352 04131016 S L T - E N G W M R S E Q N - 37252 DUR . FAC".. 1 . 25 FROM RH SPACING 24.0" JREF- 1SCT352_Z03 THIS DWG PRFPARFD FROM fnMPIITFR TNPIIT (I RADC R nTMFNCTONC1 CIIRMTTTFI) AY TRIICC MFR L1'3/yAb - -K4 TOP CHORD 2x4 SP #2 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-A, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM, -ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION.IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 23-0-0. 0-4-3 Y 2.5X4 5X6= 5X6= 3X8 (B1) = 5xb= b x 8 =— L. bx4= 5X6= 3X8(B1) 1-4-0 1-4-0 17-0-0 6-0-0 ( 17-0-0 . I E. 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BOSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFR IO DR., SUIIE 200, MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300. ENTERPRI SE LN, Building MADISON, WI 53119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0THE R"'. INDICA TEO, Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. awoLSFurc p-y. 0 RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD'THE DBA S LU — Co TRUSS IN CONFORMANCE WITH CPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. 2722. APOPKA BLVD. DESIGN CONE ORMS III TN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY Af BPA) A TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 11/11 11. K/H,S) GALV. STEEL. APPLY 407-299-L522 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. FAX, 407-299-9 153 ANY INSIFCTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE 5PONS IBILI TY SOLELY FOR THE TRUSS COMPONENT C ERTI FICATE OF AUTHO RIZATIO N'#9218 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 8-10-3 0-4-3 9 4-0 f + u QTY:2 FL 1 - R - Scale =.125" Ft. TC LL 20.0 PSF REF R352-- 94634 Gcq ?'F` TC DL 7.0 PSF DATE 05/10/04 N0. 42704 : a BC DL 10.0 PSF DR SLTUSR352 04131017 STATE OF BC LL 0.0 PSF SLT-ENG /WMR OR10P' Q TOT.LD. 37.0 PSF. SEQN- 36975 Vs`rNA1 G DUR. FAC. 1.25 FROM RH May 10 '04 SPACING 24.0" )REF lSCT352 ZO3 E THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9AB - -K5) 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 CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 Y 5X6= 2X4III 5X6= 3X8 (Bl) 2X4III 5X6= 3X8= 5X6= 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. r s11u 3X8(Bl) 1-4-0 1-4-0 1 15-0-0 _I, 10-0-0 _1_ 15-0 0 _1 R=1561 U=485 W=8" 0-0-0 Over 2 Supports R=1561 U=485 W=8" 0-4-3 T9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.1QTY:l FL 1 - R - r-- 71©®• **WARNING** TRUSSES REQUIRE COMPONENT CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. TC L L 20. 0 P S F REFERIBCSI1-03 (BUILDING COMPONENT SAFETY INFORMATION. HANDLING. BY SHIPPING, TRUSSPLATE INSTITUTE, G. P •••..,• .'Y D'ONOFRIO DR., SUITE 200, MADISON. IJI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN• $ ; At F cA••. '/% 9 OPICHOROWSHALLIHAVEOPROPERLY ATTACHEDSSTRUOCTURALPPANEl SI ANDTBOITOMUCHORONSHALLNHAVE ATPRUPE RLYI ALTACHED V [ 7 c Buildin y1; •. TC DL 7.0 PSF Supply RIGID CEILING. _ z No. 4y2704 B C D L 10.0 P S F RLAND' cTRU **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r O RLANDO TRUSS DIVISION PRODUCTS. INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THI5 DESIGN: ANY FAILURE TO BUILD IHE .o : ,STATE OF B C L L 0.0 P S F DBA S,..rm Lu — Co TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES: 9 '4 2722 APOPKA BLVD. 'DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE O IC, P ( APOPICA, FL32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) AS TM A653 GRADE 40/60 (IJ, K/H,5) GALV. STEEL. APPLY / •••y O R,O•. ••\ TOT. LD . 37.0 PSF PLATES TO EACH FACE OF TRUSS AND, UNLESS OTH ERIIISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. 407- 299-1522 us •• ANYINSPECTIONOFPLATESFOLLOWEDBY (i) SHALL BE PER ANNE% A3 OF TPI1-20O2 SEC'.7. A SEAL ON THIS /pryA E D U R F A C 1 2 5 FAX:IONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT PROFESSIONAL ENGIN EERING DESIGN SHOWN. 'f HE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE CERTIFICATE OF AUTHORIATION#9218 8 UIL DI N G DE S 1. ERPERnN S I/TPI ISEC. 2. May 10 '04 SPACING 24.0" 7-10- 3 1 Scale=. 125"/ Ft. REF R352-- 94635 DATE 05/ 10/04 D R W SLTUSR352 04131018 SLT-ENG WMR SEON- 36986 FROM RH JREF- 1SCT352_ ZO3 L19/!AU - -R6 TU Tt 11- roAorn ro nm rnnno T—IIT Ienc v n,ur n TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X6= 0-4-3 Y cA+NI bXb- 3X8(Bl) 1-4-0 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, N,OT 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 TIC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 2X4111 5X6= SAb= 5X6= ZX4III 3X8(B1) 1-4-0 6-10-3 0-4-3 T +9-4 0 13-0-0 1 14-0-0 1 13-0-0 I 40-0-0 Over 2 SupportsfE R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP_ Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u 0TY:1 FL - 1 R Scale 125" Ft. WARNI.NG** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAND I.I NG, SHIPPING, INSTALLING AND BRACING. REFER TO BCSTI-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS P LATE INSTITUTE. BB3 D'ONOFRIO OR., SUITE 200. MADISON,WI 53719) AND WTCA TRUSS wr •,...... T C L L 20.0 PSF R E F R 3 5 2 94636 Building WOOD COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MAD PR SSTRUCTURALPRIORTOPPANELSIANDNG TBOTTOMHESE UCHORDNSHALLUNLESS S. Q• '"F'C a " Supply TOPICHORDSONWSHALLIHAVEOPROPERLYSAFETY ATTACHEDR HAVEATPROPERLYINDICATED. ATTACHEDRIGID CEILING. lvC` T C D L 7.0 P S F DATE 0 5/ 1 0/ 0 4 G N0.4*2704 eWOl5E1EYCpmPany O RLANOOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 04131019 OBA SDIVISION TMVILUOawnCo TRUSSSCIN CONFORMANCELWITH BERESPONSIBLE LFABRICATING, IATIONFROM HANDLING. SHIPPING. INSTALLINGYBF BRACINGTOFBUILD TRUSSES. OSTATE QF•:t B 1. L L 0.0 P S F S L T - E N G / W M R 2722 APOP. BLVD. AP DP- 299-32 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFOA) ANO TPI. ALPINE EOF AIRUSS SLOCATE OR`P•.• LV T 0 T. L D. 37.0 _ P S F S E Q N- 37001 407-299- i 522 2 FAX407- 299-9 1 53 PLATESTTTO EACHEFACE AND6B/UNLESSSOTHERWI SE D ONAOTHISDES I GN, POSITIONAPER DRA4IINGS 160AYZ. ANY INSPECTION OF PLATES FULL OIiED DY (1 SHALL BE PER ANNEX A3 OF TPI1-2002 SEC. 3. A SEAL ON PHIS 7 P Al, PROFDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER NG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT D CUR . FA C 1 .25 FROM R H CERTIFICATE OF AL/THO RIZATION #921Ei FAUTHENGINEERING #9DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY IT15 THE RESPONSIBILITY OF THE BU ILDING DESIGNER PER ANSI/TPI I SEC. 2. May 10 '04 SPACING 24.0" JREF- 1SCT352 Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9AH - -K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6X6= 0-4-3 Y 3X8 (B1) 5X6= 5X6= 2.5X4= 6X6= 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. CALCULATED VERTICAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD AT X = 17-0-9. 0-4-3 9-4-0 3X8= 5X6= 5X6= 3X8 (Bl) 1-4-0 1-4-0 11-0-0 18-0-0 11-0-0 40-0-0 Over 2 Supports R=1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u 0TY:1 6 ® s — CiQC• WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 AND NTCA TRUSS COUNCIL OF AM CA. 6300 EII TERPRISE LN. M A VQA G'GNGFRIO OR., SUITE 200, MABISON. IVI 5J719) (WOOD MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. Building TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Supply RIG0 CEILIHG- f No.42704 c aNbLSElE1Com0any IMPORTANT** ENGINEERED M ORLANDOTRUSS DIVISION FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRA CT Oft. ALPINE PROBWCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE a +O : STATE OBA SM— LUM— Co TRUSS IN CONFORMANCE WITH TPI; OR FABR ICAtING. HANDLING. SHIPPING, INSTALLING & BRACING OF TRUSSES. i OF 2722APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NBS (NATIONAL BESIGN SPEC, BY AF&PA) AND TPI. ALPINE 40/ 60 6ALV. STEEL. APPLY 0 . •• 10 Ri0P APOPKA. FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/l6 Gn (W,H/S/K) AS TM A657 GRADE (W. K/H,S) PLATES TO EACH FACE OF TRU 55, AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16GA-Z. ti. N ss/ Onia G 407-299-1 522 FAX: 407-299-9153 ANY INSPECICON OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TP11-2002 SEC.J. A SEAL ON THIS PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. M a y 10 ' 0 4 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*. 1.2vi SPACING 24.0" Scale=. 125"/Ft. REF R352-- 94637 DATE 05/10/04 D R W SLTUSR352 04131020 SLT- ENG WMR SEQN- 37023 FROM RH JREF- 1SCT352 ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTFD RY TRUSS MFR L17/7Ab - -Kb)- TOP CHORD 2x4 SP #2 :T2, T3 2z4 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. CALCULATED VERTICAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD AT X = 16-4-9. 0-4-3 Y 5 X 8 5X6= 2.5X4= 5X8= 120 MPH WIND, 11'.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT I -I, 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 ANCHOR -AGE AND SUPPORT REQUIREMENTS. T2 T 2X4 6 r A 6 3X8 (B1) 5X6= 3X8= 5X6= 5X6= 3X8 (B1) _ 1-4-0 1-4-0 9-0-0 I 22-0-0 I 9-0-0 I fE 40-0-0 Over 2 Supports 'I R=1561 U=491 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO 8C5I 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'0 0FR10 DR., SUITE 200. MADISO N. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, Building PACTICET PERFORMINGTHESEFUNCTIONS.OTHERWISE I supply TOP CHORD SHALL1 HAVE0PR O P ERLY A TACHEDS STRUCTURAL AND CHORD SHALLLESS HAVEAPROPERLY ATTACHED RIG I0 CEILING. wo"IBYcomPe" Y - O RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DBA Sturm Co TRUSS /N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING & BRACING OF TRUSSES. n— 2722AP0PKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE APOPKA. FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K-) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY 407;299- 1 522 PLATES TO EACH FACE OF TRUSS AND. ONOTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16CA-Z. FAX: 407- 299-9 1 53 ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.'.-. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON SI BIL I I'Y SOLELY FOR THE TRUSS COMPONENT CERTI FICATE OF AUTHORIZATION #9218 IF DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS -THE RESPONSIBILITY OF THE BUILDING DESIGNER PER 1 SEC. 2. R=1561 U=492 W=8" 0 4- 3 4-1I0- 3 T}9- 4- 0 Y QTY:1 FL - 1 - - R - Scale TC LL 20.0 PSF REF R352-- 94638 a1 ' WFIC' / cj •9 F,p TC DL 7.0 PSF DATE 05/10/04 No.42704 i*= BC DL 10.0 PSF DRW SLTUSR352 04131021 STATE OF : BC LL 0.0 PSF SLT-ENG /WMR 0 ••.<ORio?` 4' flIALE G\ TOT. LD. 37.0 PSF SEON- 37256 DUR.FAC. 1.25 FROM RH May 10 ' 04 SPACING 24.0" JREF- 1SCT352 ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9AB - -R9) 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. CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 32-10-4. 0-4-3 V T 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. 5X6= 2X4 5X6= 3X6= 2X4 III 7X6= 2X4 III 3X6= 2X4 3X8= 3X8- 6X8= 6X8= 1-4-0 15-8-0 I_ 7-0-0 _I_ 26-0-0 40-0-0 Over 3 Supports R=598 U=195 W=8" R=4075 U=1152 W=8" iXtl= 3X8(B1) 1-4-0 7-0-0 _1 R=1494 U=448 W=8" 0-4-3 3-11I0-3 9-4-0 Y PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u QTY:1 FL - 1 - R - Scale =.125" Ft. p **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. M ry T C L L 20.0 P S F R E F R 3 5 2 94639T ® - K • REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 113 •••• ••• D'ONOFRIO DR., SUITE 200, hIADISON, lJl 61719) AND VITLA (W 000 TRUSS COUNCIL OF AMERICA, 6J00 ENTERPRISEDI LN. ` VG iFIC •r ' Building MADFOPICHORDWSHALLIHAVEOPROPERLY ARSAFETTTACHEDSSTRUCCTURAALPPANELLSIANDTBOTTMHESEUCHORDNSHALLHAVEATPROPERLYIATTACHED i • ' o T C D L 7.0 P S F DATE 05 1 0/ 0 4 Supply RIGID CEILING. J No.42704 a WO15El "'Party y1 BC DL 10.0 PSF DRW SLTUSR352 04131022 0RLANDOTRUSS **IMPORTANT** FURNISH A COPYOFTHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED. DNISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD 1'HE S B C ILL 0. D P S F S L T- E N G W M R D13A S— H LUMBER Co TRUSS IN CONFORMANCE IVIT11 TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. STATE OF • / 2722 APOPKA BLVD. DESIGN CONE MS NI TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFSPA) AND TPI. ALPINE O IC V, L APOPrcA, FL32703 CONVECTOR PLATES ARE MADE OF 20/18/16GA (IJ,H/S/K) AS7M A65J GRADE 40/60 IN. K/H.S) GALV. STEEL. APPLY !}.••.ORIO•••' TOT. LID. 37.0 PSF SEON- 37334 407- 299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS I60A-Z. cs •••• t 4• FAX: 4O7-299-91.53 ANY TNSPEC i ON OF PLATE `. FOLLOIIEO BY (i) SH AI.I. BE PER ANNEX A3 OF 7'P I7-2002 SEC. A SE AI- ON THIS `rI NA1.El1 OUR FAC 1 2J FROM RH PROFESSIO NAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPON S IBTLITY SOLELY FOR THE TRUSS COMPONENT •• CERTIFICATE OF AUTHORIZATION #921E, DESIGN BUILOINGHDESIGNERTPERSANSI/TP1T1 ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE M a y 1 0 ' 0 4 SPACING SEE ABOVE JREF 1SCT352 Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER LI VAIJ - -KIU 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" 0'C. CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 18-8-8. 0-4-3 T T 5X6= 5X6= c 120 MPH WIND, 13.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND. BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X8 (B1) = ZA4 °I 5X6= Z.5A4= 5X6= 3X8 (B1) 3X8= 1 4 0 1-4-0 1-0-0— 3-0-0 L 15-0-0 I1 I 18 0 0 I jE 40-0-0 Over 2 Supports 'I R=1561 U=481 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI .(TRUSS PLATE INSTITUTE, 583 D'ON0FRIO DR., SUITE 2DG. MAD ISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I.M. Building ADISON, Wi 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. e1S'OLSLLDC1mp y O RLANDOTRLISS IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DBA SrerrB LUMBER Co ORTRUSSINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING B BRACING OF TR USSE5. 2722 AP0PKA HLVO. DESIGN CONFORMS WITH APPLICABLE OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AN0 TPI. - ALPINE APOPH A, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18116GA (H,H/S/K) ASTM A653 GRADE 40/60 IN. K/H,S) GALV. STEEL. APPLY 407-299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS 01'HERWI SE LOCATED ON THIS DESIGN. POSITION PERDRAWINGS 160A-Z. FAX: 407-299-9 1 53 ANY INSPECTION OF PLATES FOLL OIJED BY (i) SHALL BE PER ANNEX A3 OF TP I1-2002 SEC.3. A SEAL ON THIS PROFESSIONAL EN GIN EERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSI BiLI TY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION tf921 8 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE .RESPONSIBILITY OF THE BUIEDING DESIGNER PER ANSI/TPI I SEC. 2. 9-4-3 0-4-3 9-4-0 OTY:l FL - 1 - - R Scale Q,,.....:,, t• G RtIFIC,q F,p`° i %iO.4*2704 IBC STATE O ORIOP' May 10 '04 TC LL TC DL DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352-- 94640 DATE 05/10/04 DRW SLTUSR352 04131023 SLT-ENG /WMR SEQN- 37355 DUR.FAC. 1.25 FROM RH SPACING 24.0" JREF- 1SCT352 ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Z19/9AU - -K11) 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 CALCULATED VERTICAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD AT X = 16-8-8. 5X6= 5X6= 120 MPH WIND, 13.81 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. 1-4-0 1-4-0 13-0-0 4-0-0_,5-0-0_I_ 18-0-0 ,I 0-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=480 W=8" 9-4-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 OTY:1 FL - 1 R - Scale =.125" Ft. Building Supply e NbISREYeomP"Y O RLANDOTRU55 D [VISION DBA 5titrin Lum.m Co 2722 APO PKA BLVD. A POPH;A, FL 32703 407-299-1 522 FAX:407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-07 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MAY ISON.WI 53'I') ANB WTCA (HOOD TRUSS COUNCIL OF AMER ICA, 6800 ENTERPRISE LN. OPICHORDIdSHALLIHAVEOPROPERLY ATTACNEDSSTRUORUROLPPnNORSIII ANDTHESEBOTTOMUNCTCHORDNSHALUNHAVE ATPROPERLYHERWISE IADTACHED 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 TRUSS IN CONFORMANCE 11I TH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/IB/16GA (W.H/S/K) ASTM A65] GRADE 40/fi0 (W, K/H, S) GALV. SI'E EL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16GA-Z. ANY INSPECTION OF PLATE"POLL OWED BY .1 SHALL BE PER ANNEX A OF TPI1-2002 SEC.7. A 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 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. w il Will G F s N0.42704 = STATE QF• P / AOR1O •• F •.., \ May 10 '04 T C L L T C D L BC DL B 1. L L TOT. L D . 2 0. 0 7. D 10. D 0 . 0 37. 0 P S F P S F PSF P S F P S F REF R 3 5 2-- 94641 DATE 0 5/ 1 0/ 0 4 DRW SLTUSR352 04131024 S L T - E N G / W M R S EON 37261 D U R . F A C.. 1 .2 5 FROM R H SPACING 24.0" JREF- 1SCT352 703 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 0 L19/VAb - -K12 - 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. 0-4-3 L T 120 MPH WIND, 13.81 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. - CALCULATED VERTICAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO -DEAD LOAD AT X = 19-5-12. 7X6 (R) III AIL= OAIL= _- 111v- 3X8(Bl) = 2X4111 2X4III 3X8(B1) 2X4III 1-4-0 1-a-o 11-0-0 4-0-0 7-0-0 18-0-0 19-4-0 20-8-0 E .40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=479 W=8" 9-4-3 0-4-3 P 4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:1 FL - 1 - - R - Scale 6Y- Building Supply a F,n.omPa"Y ORLANOOTR'OSS VISION DBA SrwrrH LuMaeR Co 2722 APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING., C ERTIFICATE OF AUTHORIZATION #921EY WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER i0 BCSI 1-03 (DUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADIS0 N, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, TOPMADICHORDWSHALLIHAVEOPROPERLY ATTACHEDSSTRUCTUBALPPANOELSIANDNI TBOTTOMIISF UCHORDNSHALLNLESSHAVE AT OR OPERLYHERWISE IADTTACHED 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 TRUSS IN CONFORMANCE WITH TPI; 0R FABRICATING, HANDLING, SHIPPING. INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GAILY. STEEL. APPLY PLA IES TO EACH FACE OF TRUSS AND, UNLESS-OTHERWI SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED DY (i) SHALL BE PER ANNE% A3 Of TPI1-2002 SEC.3. A SEAL ON THIS DRA14ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUiTAB ILANO USE OF THIS COMPONENT FOR. ANY BUILDING IS THE RESPONSIOILITY Of THE BUILDING DESIGNER PER ANSI/TPI I SEC. 2. _ M v••' •••'•/j/ g avV./G f SIFIC4 /. s.. y21r No. 42704 i 7 +Q S STATE OFi P vZZ '. 40R1O.•'•\ EN May 10 '0 T C L L T C D L BC DL B C L L TOT. LID. - 20.0 7.0 10,0 0.0 37 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 94642 DATE 0 5/ 1 0/ 0 4 DRW SLTUSR352 04131025 S L T - E N G / W M R Sf QN- 37374 D U R F A C 1.25 FROM R H SPACING 24.0" JREF 1SCT352 Z0.3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9Ab - KiJ) TOP CHORD 2x4 SP 2 120 MPH WIND, 13.81 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 DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0 CALCULATED VERTICAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD AT X = 19-5-12. 7 X 6 (R) III 1 V A Il — — 1 — 2X4 III 1-4-0 1-4-0 9-0-0 4-0-0 9-0-0 18-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports =j R=1561 U=480 W=8" R=1561 U=479 W=8" 9-4-3 0-4-3. 4-0 T PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:1 FL 1 - - R - Scale=.1875" Ft. WARNING**' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI I-03 (BUILDING LOMPONF.Ni SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD1501 IJI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AM ICA, 6300 ENTERPRISE LN, F T C L L 2 0. 0 P S F R E F R 3 5 2 94643 DATE 0 5 1 0 0 4BuildinggMADISDN, WI 8III9) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, rA F q•' 43: ' V % S Q T D L 7 0 P S F Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 00TTOM CHORD SHALL HAVE A PROPERLY ATTACHED ft1G1D CE n INc. NO. 4z704 A 6WOl5REYCnmPe"Y e . 4 ;* BC DL 10.0 PSF DRW SLTUSR352 04131026 S L T - E N G / W M R ORLANDOTRU55 DIVISION OBA Sturm LumaEw Co IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALT. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TP.t: Oft FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES. i STATE OF A (, B C L L 0 . 0 P S F S E Q N - 373632722APOPKABLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESI GN SPEC, BY AF 6PA) AND 'rPl. ALPINE O OR1O `_', / n( `..* F\ TOT. LID. 37.0 P S FAPOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/IB/T6GA (W,H/S/K) ASTM 1653 GRADE 40/60 IN. K/H,S) CALI. STEEL. APPLY PLATES TO 'ACH FACE OF JRD55 AND, UNLESS OTHE AVII SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. H'O YM 7 D U R F A C 1 5 FROM R H 407-299-1 522 ANY INSPECFIOI OF PLATES FOLL014ED BY (i) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS FAX: 407-299 91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DESIGNDRAWINGSHOD'I- STHEACCEPTANCENTSUITABILIOfYANDFUSEIOFATHISGINEERINGCOMPONENTRFORANYBILITYBUILDINGOISLTHEORTHERFSPON51BILITOMPOFTHE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. May 10 '04 SPACING 24.0" JREF 1SCT352_ZO3 THIS DWG PREPARED FROM -COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR Lly/yAb -K14 TOP CHORD 2x4 SP #2 120 MPH WIND, 13.81 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 DESIGNER FOR-CLB ANCHORAGE AND SUPPORT REQUIREMENTS. IN L"IEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-4-3 T CALCULATED VERTICAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.27" DUE TO DEAD LOAD AT X"= 12-0-0. 7X6 (R) III unl— 0 A I L 3X8 (B1) = 2X4III 2X4III 3X8 (B1) 1-4-0 7-.0-0 4-0-0 11-0-0 18-0-0 19-4-0 20-8-0 fE 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI _R Design Crit: TPI-1995 STD FLBC 6 WARNING** TRUSSES -REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583REFERTOBCSI1-03ITED'ONOFRIO DR., SUISON. WI 53711) 200. MADWTCA (1101 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, Building FOR P"ORAND T IATTACHED Supply TOPICHORDWSHALLIHAVEPROPERLY ATTACHEDSSTRUCTURALPPANEELSIANDTBOTTOMUCHORDNSHALLNHAVE APHOPERLY RIGID CEILING. awo" 1EY pa- Y O RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE DBA S Luma rwrm w CoTRUSS IN CONFORMANCE WITH TPI' -OR FABRICATING, HANDLING SHIPPING. IC I ING. INSTALLING 8 BRACING OF TRUSSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLEPROVISIONS OF NOS (NATIONAL DESIGN SPEC., BY AF&PA) AND TPI. ALPINE APOF` A, FL 32703 CONNECTOR PLATE S. ARE MADE OF 20/18/16GA.(W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GAILY. STEEL. APPLY 407-299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. FAX 407-299- 9153 ANY INSPECTION OF PLATES FOLL OIIED BY (i) SHALL BE PER nNN EX A3 OF TPI 1-2002 SEC." A SEAL ON THI5 PROFESSIONAL ENGINEERING DRA14ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFI CATE OF AUTHORIZATION #9218 DE 51GN SHOWN. THE SUI1'ABILII:Y AND USE. OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. TY No.42704 STATE OF ' 9p '' 4OR10Q:' S10NA1: E' May 10 '04 9-4-3 0-4-3 4 - 0 T FL - 1 - R - Scale TC ILL 20. 0 PSF REF R352-- 94644 TC DL 7. 0 PSF DATE 05/10/04 BC DL 10. 0 PSF DRW SLTUSR352 04131027 BC ILL 0. 0 PSF SLT-ENG /WMR TOT.LD. 37. 0 PSF SEQN- 37367 DUR.FAC. 1-. 25 FROM RH SPACING 24.0 JREF- 1`SCT352 ZO3 L1.9/9AU - -K15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x6 SP.#1 Dense: BOT CHORD 2x4 SP #1 Dense :B1 2x4 SP #2: :132 2x6 SP SS: WEBS 2x4 SP #3 :W4, W5, W7 2x4 SP #1 Dense: W6, W8 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 5.00 TC From 84 PLF at 5.00 to 84 PLF at 11.42 TC From 54 PLF at 11.42 to 54 PLF at 41.46 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.00 BC From 34 PLF at 5.00 to 34 PLF at 11.71 BC From 20 PLF at 11.71 to 20 PLF at 40.00 BC From 0 PLF at 40.00 to 0 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 0-4-3 4X8 (133) = 2X4 III 1-4-0 I_ 5-0-0 _I_ R=1957 U=581 W=8" 2X4 III 6-5-0 19-4-0 LOADING ON THIS.TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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 DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 12-0-0. 6X8= 1UA14= 3X10= 2X4 III 10-7-0 40-0-0 Over 2 Support 18-0-0 20-8-0 3X8(B1) R=1642 U=552 W=8" 9-4-3 0-4-3 IL - 4-0 PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 OTY:1 FL - 1 - - R - Scale A ® C R- S V\ CYa Buildin g supply eH'OISEIEYc TRUORLANDOTRUSS DIVISION DBA Snrrr.Lura Co 2722 APOPKA BLVD. APOPK , FL 32703 407-299-1 522 FAX 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE O F AUTHORIZATION #9218 WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON, 111 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHFRWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. nLPINE ENGINEE REO PRODUCTS, INC. SHALL NOT OF RESPONSIBLE FOR ANY DEVIATION FRO14 THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE 14ITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS nND. UNLESS OTHE RIII SE LOCA TEO ON 7H I5 DESIGN, POSITION PER DRAFIINGS 160n-Z. ANY INSPECP!ON OF PLATES' DLLON D BY (i) $HALL BE PER AHNE% A3 OF TP I1 2002 SF C. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGDESIGNNSHDESIGNERTHER SUITABILITY I AND USE OF THIS COMPONEIII' FOR ANY BUILDING IS THE RESPONSIBILITY OF THE w A' F ••. 7 ti% ;• Q N0. 42704a 3 71f STATE OF : 9 ` 0 •: •• O R`0••• `a AA •• Vs QNA May 10 ' D4 TC L L 20.0 P S F T C D L 7. 0 P S F BG DL 10.0 PSF BC ILL 0.0 P S F T 0 T . L.D. 37.0 P S F R E F R 3 5 2-- 94645 DATE 0 5 1 0 O 4 DRW SLTUSR352 04131028 S L T - E N G / W M R S EON - 37155 DUR .FAG. 1 . 2`5 FROM RH SPACING SEE ABOVE JREF- 1SCT352 ZO3 19/9AH - -R16 THTC nWf. POFDdRCn ronrn rnrw co Tuonr TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 0-4-3 T 2 ' 5X4= 9. F VA 2 Z X 4 III " ' 120 MPH WIND, 13.81 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. 2.5X4(A1) 1-4-1-0-0 1-4-06-8-8 10-8-0 18-0-0 7-5-0 21-3-0 IE 28-8-0 Over 3 Supports R=377 U=355 W=3.5" R=1047 U=425 W=7" R=859 U=539 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 OT WARNING** S ® TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED 8Y TPI (TRUSS PLATE INSFITUTE, 5R3 p •.....• O'ONOF R[O DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, AA'l'I Building RAPT SON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER141SE INDICATED. 7'OP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY y i; " ( F fiT((S% Supply ATTACHED RIGID CEILING. No.42704 YVOLSEIEYcORLANOO TRUTRUSS IMPORTANT** FURNISH A COPY -OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION OBA SmrrR LumeeR Co PRODUCTS, INC.- SHALL NOT BE RESPON5IBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE.TO BUILD THE TRUS$ IN -CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING 8 BRACING OF TRUSSES. d STATE OF : CL, 2722 APOPKA, E LVD. APOPKA, FL 32703 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF-20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY PLATES TO TRUSS i.•••OR1V ••` 407-299-1 522 - FAX: 407-299-9 1 53 EACH FACE OF AND, UNLESS OTHER141SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX Al OF I'PI1-2002 SEC.3. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING WESOLELY FOR THE TRUSS COMPONENT CERTIFI CATE OF AUTHORIZATION #9218 DESIGN SHOWN. HETSUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER All S I/TPI 1 SEC. 2. - May 10 ' Q4 9- 4-3 13- 0-0 0- 4-3 T 9- 4-0 Y : 2 FL 1 R - Scale=.1875" Ft. TC LL 20.0 PSF REF R352-- 94646 TC DL 7.0 PSF DATE 05/10/04 BC DL 10.0 PSF DRW SLTUSR352 04131029 BC LL 0.0 PSF SLT-ENG /WMR F TOT. LD. 37.0 PSF SEON- 37170 DUR. FAC. 1.25 FROM RH SPACING 24.0" JREF- 1SCT352 ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Lly/yAb - -K1/2 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 0-4-3 V T 2. R=401 U=371 W=3.5" 5X4= 7 C V A /_ 1-4-0-0-0E 6-8-8 1 1 (1-0-n 18-0-0 21-3-0 28-8-0 Over 3 Supports R=1016 U=416 W=7" 7-5-0 120 MPH WIND, 13.81 FT MEAN HGT ANYWHERE IN ROOF, CAT II, EXP B ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 2.5X4(A1) 1-4-0 R=867 U=543 W=8" If- 0 0 0-4-3 9-4-0T + 9-4-3 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 n OTY:1 FL - 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO BC51 I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON OF RI0 DR., SUITE 200, MAD SON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AME RICH, 6300 ENTERPRISE IN, M j ; •S •. T C L L 20.0 P S F R E F R 3 5 2-- 94647 DATE 0 5/ 1 0/ 0 4Buildin9TOPICHORDWSHALLIHAVEOPROPERLYATTACHEDSSTRUOfURALPPANEORSIANDTBOTTOMUCHORONSHALLNHAVEATPROPERLYIADTiACHED V IF'`i T ` D L 7 0 P S F Su IPP V RIGID CE II.I NO. s No. 42704 woLCEurcumPe"v*: BC DL 10.0 PSF DRW SLTUSR352 04131030 ORLANDOTRIISS DIVISION D13A SM L—BER Co 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 7RU55 IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. STATE OF • B C L L 0.00 P S F S L T - E N G W M R 2722 APOPKA BLVD. APDPKA, FL 32703 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CO NNECTOft PLATES ARE MADE Of 20118/16GA (W,H/S/K) ASTM Afi53 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY O :C O R,OP•`/ y .•. • TOT. L D . 37.0 P S F S E 0 N - 37192 407-299-1 522 PLATES TO EACH FACE OF TR055 AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES.FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC. 3. A SEAL ON THIS s RIAI.F FAX:IONAL EN 53DRAPROFESSIONALENGINEERINGEERING CERTIFICATE OFAUTHOR17ATION#9218 NEERINGINSTHECSUITABILIOTYANDFU5EIOFATHISGCOMPONENTRFOR OANY BBUILDING O ISLTHEORESPONSIBILITY OF [HE pESIGNGSHOWN. BUILDING DESIGNER PER ANSI/LPI 1 SEC. 2. May 10 '04 DUR. FAG. 1.25 FROM RH SPACING 24.0" JREF 1SCT352_ZO3 Lly/yAb - -K18 THIS OWf, PRFPARFn FRDM CnMPIITFR TNPIIT n nAnC R nTMFNCTnNc1 c QMTTTF v TDi C Mr I TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 0.00 TO From 81 PLF at 0.00 to 81 PLF at 21.33 TC From 54 PLF at'21.33 to 54 PLF at 22.80 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 21.33 BC From '4 PLF at 21.33 to 4 PLF at 22.80 0-4-3 LOADING ON THIS TRUSS.,CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 11.98 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. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= 5X4% 5 X 4 6 F_ 1 6 5-8-3 0-4-3 9- 2X4(A1) _ 5X4= 2X4(A1) _ L-1-4-?j R=109 PLF U=40 PLF W=21-4-0 21-4-0 Over Continuous Support Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING''* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. F©®' REFETO SCSI 1-03 (BUILDING COMPONENT. SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 B' MNOFRRID DR., SUITE 200. MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, Building MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER141SE INDICATED, Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ewoTseNrcomv. ro O RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DBA S—M LDMB R Co TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20111116GA (W,H/S/1) ASTM A653 GRADE 40/60 1W. N/H,S) GALV. STEEL. APPLY 407- 299-1 522 PLATES TO EACH FACE OF TRUSS AND. UNLESS 0THENW SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. FAX: 407-299-91 53 ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPTI-2002 SEC. 3. A SEAL ON THIS P R0FESSIONAL ENGINEERING DRA14ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION #9218 DESIGN SHOWN. THE SUi TABILITY ANO USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. t1- 4-0 QTY: l FL - 1 - - R - Scale y`., TIFIC4j.F• N0. 42704 off, STATE OF In ' A'OOP'*` Iec %, ,RR 4 A70N May10 ' 04 TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352-- 94648 DATE 05/ 10/04 DRW SLTUSR352 04131031 SLT-ENG WMR SEQN- 37206 DUR.FAC. 1.25 FROM RH SPACING SEE ABOVE JREF, 1SCT352_Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 19/9Ab - -Kly) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 20.38 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. CALCULATED VERTICAL DEFLECTION IS 0.01" DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT X = 6-3-8. 0-4-3 5X4= 6f 6 0-4-3 18-9-14 2X4 III 2X4(A1) = 2X4(Al) 1-4-Oy 3-8 _I_ 6-3- 12-7-0 Over 2 Supports R=547 U=316 W=4" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. SSPLATE REFER TO BCSI 1SEE (B2 NG COMPONENT SAFETY [NF ORMATI ON), PUBLISHED BY III (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. 1•II 53719) AND WTC.4 (MOOD TRUSS COUNCIL OF AMERILA, 6300 ENTERPRISE LN, Buildin MAGI SON. III 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 9 TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Supply RIGID CEILING. e%b---Py O . RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SIIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DBA SMTDI Lum— Co i'RUSS IN CONFORMANCE IJi TH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF 'TRUSSES. 2722 APC)PKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC, BY AF&PA) AND TP 1. ALPINE AR PK FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16Gn (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H.S) GAL V. STEEL. APPLY 407- 299-1 522 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRANINGS 160A-1 FAX 407-299-9153 ANY INSPECi`:ON OF PLATES FOLLOWED BY (i) SIIALL BE PER ANNEX A3 OF TPI1-2D02 SE C.3. A SEAL ON THIS DRAWING INDICATES ALLEP TnNLE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOL EI.Y FOR THE TRUSS COMPONENT PROFESSIONAL EN GIN EERING DESIGN SHOWN. 1'HE SUI7ABTLITY AND USE OF THIS LOM PONE NT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE CERTIFICATE OF AUTHOR RIZ4TION #9218 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. R= 547 U=316 W=4" 10 No. 42704 STATE OF si. May 10 '04 TY: 7 FL/-/1/-/-/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" 3- 5-15 Scale=. 375"/Ft. REF R352-- 94649 DATE 05/10/04 D R W SLTUSR352 04131032 SLT- ENG WMR SEON- 36896 FROM RH JREF- 1SCT352 ZO3 cVJIytAs - -KZU THTC MWr. PRFPARFn 'FRl1M fDMPIITCR T—IT TI none a nT.—T-1— c,i"u.rrrn — 1-111 —. 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. 0-4-3 5X4= 4X6= 120 MPH WIND, 20.05 FT MEAN HGT, ASCE 7-98, CLOSED B.LDG „ LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCOL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.02" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD AT X = 7-5-4. 6 F- 6 0-4-3 ril Li 2.5X4= 2X4111 18-9-14 2.5X4(Al) 2.5X4(A1) LE1-4-0y LE1-4-0 J 5-0-0 I 2-7-0 I 5-0-0 I` 12-7-0 Over 2 Supports R=794 U=409 W=4" R=794 U=409 W=4" PLT TYP. Wave R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. I1TPPPIIr~~Il=1 REFER TO BCS1 1-03 (801IDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE. 200, MADISON, WI 57719) AND WTCA (WOOD TRUSS LOUNCIL OF AMERICA. 1311 ENTERPRISE LN, Budding MAGI SON, WI 53719) FOR SAFETY PRACTICES Pft FOR TO PEAF DRHI INTHESE FUNCTIONS. UNLESS OTHF. RIJISE INOI LATED, Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. awo"EIE —Pony 0 RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION - PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE OBA SMYTEI=.Ew Co TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE APOPKA, FL 32703 - CONNECTOR PLATE ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY 407-299-1 522 PLATES TO EACH FACE OF TRUSS AND, -UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. FAX: 407-299-9 1 53 ANY INSPECTION OF PLATES FOLLOWED BY 11) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF Pft OFES510NAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFI CATE OF AUTHORIZATION #92 1a DESIGN SHOWN. THE SUITABILITY AND UBE 0F' THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. 2-10-3 uw. QTY:2 FL 1 - R - Scale =.375" Ft. No.42704 STATE OF 40R10.0 May 10 '04 TC LL TC DL BC DL BC LL TOT.LD. 20.0 7.0 10.-0 0.0 37.0 PSF PSF PSF PSF PSF REF R352-- 94650 DATE 05/10/04 DRW SLTUSR352 04131033 SLT-ENG /WMR SEON- 36814 DUR.FAC. 1.25 FROM M SPACING SEE ABOVE, JREF- 1SCT352 ZO3 L®_ ki9/9A8 - -H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 V IE 9-10-1 Over 3 Support 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. CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X = 9-7-5. 13 R= 1 U=192=192 3- 9-14 9 4-0 R= 3 U=198 3- 9-14 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 u QTY:2 FL 1 R - Scale =.375" Ft. V+ A T ® — _ a M CAL• WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO RC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 IPRALTICES3719) WTCA TRUSS COUNCIL PRISE Ln. OSON101JIR53719)TFORO RUNLESS p ...... Cq .. T 1. L L 20.0 P S F R E F R 3 5 2 - - 94651 DATE 05 10 04 BuildingSupply WBLaBErc pony ORLANOOTRUSS DIVISION DBA SNr L,macn Co 2722APOPKABLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-9153 PROFE551 ONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 PR[ ORAND MnOITOPERFORMOOD SAFETYINGTHESE FUNCitONOSF OTHERNISEcIND[CATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND HO7TOM CHORB SHALL HAVE A PROPERLY ATTACHED RIGID CELLINc. 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 TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING 6 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AFBPA) ANO 1'P1. ALPINE CONNECTOR PLATES ARE MADE OF 20/]B/1fiGA (MI,H/S/K) ASTM A65J GRADE 40/60 (W, K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECT'l ON OF PLATES FOLLOWED BY ( I )SHALL BE PER ANNEX A3 OF TPI1-2002 SECA. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DF. SIGN SH 041N. THE SU I TABILIiY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANs1/TPI 1 SEC. 2. A, F yam; ': No. 42704 0 A. 1 • _ 7fC i STATE OF OA% 40 R10P:,:V F •yam ` May 10 '04 TC DL BC DL BC L L TOT. L D . 7. 0 10. 0 0. 0 37. 0 PSF PSF P S F P S F DRW SLTUSR352 04131034 S L T - E N G / W M R S E Q N 32957 DUR . FAC. 1.2 5 FROM RH SPACING SEE ABOVE JREF- 1SCT352_ZO3 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) `SUBMITTED BY TRUSS MFR L1N/7HD -MZ - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 7_ 120 MPH WIND, 20.0.6 FT,MEAN HGT, ASCE 7-98, CLOS D BLDG, LOCATED ANYWHERE IN ROOF, -CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 21-4-1 4.24 I R=1 U=180 2-9-14 18-9-14 R=7 U=180 2X4(A1) L' 1-10-10 ' 7-0-2 Over 3 Supports— —> R=261 U=180 W=10.567" 2-9-14 PLT TYP-. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 v" 0TY:5 FL 1 - - R - Scale SupplySupply ewnlSEltYmmP•nY.`k; O RLANDOTRUSS DIVISION DBA 5mrn. LumBi Co 2722 APO PKA BLVD. APOPN:A,FL 32703 407-299-1 522 FAX: 407-299-9 153 _ PROFESSIONAL ENGINEERING C ERTIFICATE OF AUTHORIZATION #9218 WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-OJ (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58J O'ONOFRIO DR., SUITE 200, MADISON, IJI 11711R. AND WICA (WOOD TRUSSESE COUNCIL OF AMERICA. 6J00 ERW.NTERPRISE N A LN, CT MO PI CH CO R DW SHALL I HAVE OPRO PE R L Y ATTACHEDS STRUCCTTURALP PANELSI ANDTBOIT O MU CH O R DN SHAL LN HAVE AT PROPERLYI ATTACHED RIGID EFLING. 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 TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING.& BRACING OF TRUSSES. DESIGN CONFORMS `I TH APPLICABLE PROV15i0N5 OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/ON S W,H/5/K) AS TM A65J GRADE 40/60 (IJ, K/H,S) GALV. STEEL. APPLY PLATES 10 EACH FACE OF TRUSS AND. ONLE SS. OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16DA-Z. - ANY INSPECTION OF PLATES FOLLEWI[) BY (1) SHALL BE PER ANNEX AJ OF TPI1-2002 SEC. J. A SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SI N. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS I'HE RESPONSIBILITY OF THE BUILDING DESIGNER PER AN SI/TPI I SEL. 2. e 0 •: G• . 5.. Vr 0A• 4 O 00 ? t N0.42704 C* STATE OF = A (, 0 0 'D C.*-* / n ti H Fll • `- VS OIVA1. v May 10 '04 T C L L TC DL BC DL - B C L L T 0 T . L D . 20.0 7.0 10.0 0. 0 37.0 P S F PSF PSF P S F P S F R E F R 3 5 2-- 94652 DATE 05/10/04 DRW SLTUSR352 04131035 S L T - E N G / W M R S E 0 N 36903 D U R F A C 1 2 5 FROM R H SPACING SEEAB OVE JREF- 1SCT352 Z03 L- - L1`1/`JAb - -Li TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 t,1-4-0>3 EE 7-0-0 Over 3 Supports R=363 U=251 W=8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED i ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 12-10-4 R=1 U=180 3-10-3 9-4-0 3YUR=7=180 3-10-3 PLT TYYP. Wave R Design Crit: TPI-1995 STD FLBC 6.10 0TY:14 FL 1 - - R - Scale =.375" Ft. ms= TPI V T ® tl BuIIdI11 9 Supply aW015BfYPORLANDO TRUTRUSS DIVISION DBA 5.4Ym LurnecB Co 2722AP O PKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE O F AUTHORIZATION #921a PELERNTO HCSI 1-03S(BUES ILDINGECOMPONENFEXTREMECSAFETY INFORMATION), PUBLISARE INFABRICANON, IHED 11 FRIG. I (TRUSSSPLATENINSTITUTEG AND C,1583 B' ONOFft IO DR., SUITE 200. MAOISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA1 6300 ENTERPRISE LN, MADISON. 111 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 cenluc. IMPORTANT*` . FURNISH A COPY OF THIS DESIGN TO THE IN57A LLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYT IN DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DESIGNICONFFORMSOILMVI NTH APPLICABLE PROVOI STUNSROFANDSG(NAT IONANGBESIGNPSPEIN GC,IBY TAF6PA) ANDR TP `NG OF TRALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALV. STEEL. APPLY•~•• PLATES10EACHFACEOF 'I'RU SS AND. UNLESS OTHERWISE LOCATEB ON THIS DESIGN, POSITION PER DRAVIINGS 160A-Z. ANY INSPECIRON OF P LATE S 'F 0 LL OIIE D BY (" SHALL BE PER ANNEX A3 OF'P.,-2002 SE L.3. A SEAL ON THIS DRAWING INDICATES ACLEP TANCE OF PROFESSIONAL ENGINEERING RE SPON SHILL I'Y SOLELY FOR THE I'R LISS COMPONENT DESIGN SHOWN. THE SUITAB ILII'Y AND USE OF '['HIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI ISEC. 2. w' v` i • FICA' ^ w- 9 •: { A •:`-0 O No. 4 o STATE OF O •• O R,OP'• / p V May 10 '04 TC LL T C D L BC DL BC L L T 0 T . L D . 20. 0 7 . 0 10. 0 0. 0 37. 0 PSF P S F PSF P S F P S F REF R 3 5 2 - - 94653 DATE 0 5 / 1 0 / 0 4 DRW SLTUSR352 04131036 S L T - E N G / W M R S EON 36907 E DUR . FAC, I . 25 FROM RH SPACING 24.0" JREF- 1SCT352_ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR L I`f I`OAb TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 11-10-4 6 R=1 U=180 2 10-3 9-4-0 R=48YU=180 2X4(A1) Lc1-4-0>J 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. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY T'PI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, HI 53719) AND WTCA (WOOD TRUSS COUNCIL OF nMERICA, 6300 ENTERPRISE LN, Building MAN SON, WI 13119) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CMORO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Supply R1 GID CEILING. Lsrurcomcen/ 0RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL N07 BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 BUILD THE DBA Sturm LUMeen Co TRUSS IN CONF OftMANCE 41ITH TPI; OR FABRICA PING. HANDLING, SNIPPING. INSTALLING 8 BRACING OF I'RUSSE S. 2722 ApoBLVD. DESIGN CONFORMS W TH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE APoPIG4, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/N) ASTM A653 GRADE 40/60 (VI, R/H,SJ GALV. STEEL. APPLY 407-299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16OA-Z. FAX: 407-299.91 53 ANY INSPECTION Of PLATES FOLLOIIEO BY (i) SHALL BE PER ANNEX AJ OF TPI1-2002 SECA- A SEAL ON THISBy PROFESSIONAL ENGINEERING 0 AHIIIG INDICATES ACCEPTANCE OF ENGINEERING RESPON SI B ILL fY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION #9218 DESIGN SHOMII. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER AIISI/TPI 1 SEC. 2. 2-10-3 QTY:10 FL 1 - - R - Scale=.3751' Ft. Q,.....:.,, 410FI : F. No,.42704 *a a STATE OF -" r May 10 '04 TC LL TC DL BC DL BC LL TOT. LD. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352-- 94654 DATE 05/10/04 DRW SLTUSR352 04131037 SLT-ENG /WMR SEQN- 36909 DUR.FAC. 1.25 FROM RH SPACING 24.0" JREF- 1SCT352 ZO3 L- . y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9AH - -(,1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. 11-10 4 6 R=1 U=180 T T 2-10-3 2-10-3 0-4-3 9180R=4 U=180 2X4(A1) 1-4-O>1 5-0-0 Over 3 Supports R=295 U=219 W=8" PLT TYP.. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:4 FL 1 R - Scale =.375" Ft. S ® C K Building Supply YVOBE1E-P,, GRUISDBASNrrtiDOLua¢w Co 2722APOPKABLVD. FL 32703 OFE SO407-299-1522 ESERING PRICATE OFAUTORIZAION#9 CERTIFICATE OFAUTHORIZATION #9218 WARNING** TRUSSES REQUIRE FKTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BC SI 1-03 (BUILDING COMPONENT SAFE INFORMATION). PUBLISHED BY 1P1 (]'RUBS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE .0. MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. ICATED.7r' OPILOORDWSHALLIHAVEOPROPERLY AiTACHEOSSiRUBTURAI. R TO PPANELSIANDNG TBOTTOMHESE UCMORDNSHALLS. NHAVE ALESS TPROPERLVHERWISE IADTACNEDgj RIGIDP.CEILING. PRODUCTS. INC. SHALLNOT eERESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETO BUILD IHE TRUSS GINTCONFORMANCE FII TN TpI PY OF ORI Fn.RSIC TING TIHANOLI. NGLLSHIIP PNI GONTIN ST OL ING 8 BRACINICI OF NRIU $$ESD DESIGNONFORMS WTH APPLICABLE PROVISIONS OF NDS (NA1'I ONAL DESIGN SPEC. BY AFSpA) ANDTPI. ALPINE ER CONNECTOR PLATESAREMADEOF20/10/16GA (W,H/S/K) ASIM A657 GRADE 40/60 (W, K/115) GALV. STEEL.APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESSOTHERWISELOCATED ON THIS DESIGN, POSITION PER DRAWINGS160A-2. AIIY INSPECTIONOF PLATES• FOLI.OWEO DY (i) SHALL BE PER ANNEX AJ OF TPII-2002 SEC.3. A SEAL ON THIS ITET DESIGNGSHOWNCATE SFIT' SO. TABILI OTY ANDFUSEI OFATHISGCOMPONENT FOROANYBBUILDING ISL THE ORESPONSRBILI fOMPOF THE BULL DI NG DESIGNER PER ANSI/TPI I SEC. 2. w j {'. V •••' FI`+ A' ppp Vv ' No. 42704n JB i STA APOPKA. l% 0 CCCANFAX: 407-299- 9153May1004 T C L L 2 0.0 P S F T C D L 7.0 P S F BC DL 10 Q PSF C L L 0 . 0 P S F T0T . LD. 37. 0 PSF R E F R 3 5 2-- 94655 DATE 0 5/ 1 0/ 0 4 DRW SLTUSR352 04131038 DIVISION S L T -ENG WMR SEQN- 36911 D U R . F A C . 1 . 2 5 FROM R H SPACING 24.0" JREF- 1SCT352 ZO3 THIS nWf, PRFPARpn FQnM COMPHTFR TNPIIT (I nAnI A nTMFNCTnM- Q11DMTTTF DI TOIIC'(' Mro Lly/yAtl - -C2 - TOP CHORD 2x4 SP #3 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART ENC, BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE -IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.O PSF ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 I— 10 10 4 TR=4 U=180 0-4-3 1-10-3 R=44 9-4-0 U=180 2X4(Al) Le:1-4-0--J 3 0 0 Over 3 Supports R=234 U=198 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (I'R USS PLATE I NSTITU 7E. 1B3 D'ONOF R10 DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, Building MADIsoN. IJI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. Supply OPTCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R[ G ID CEILING. aMLSEMCOMP— Y O RLANDOTRUSS, IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC.- SHALL .NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE DBA — Lum— Co TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. 2722 APOPf(A BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE APOPKA. FL 32703 CONNECTOR PLATES ARE MADE OF 2011"I"A (W,H/5/K) ASTM A653 GRADE 40/60-(l1. R/H, S) GALV. STEEL. APPLY 407- 299-1 522 PLATES TO EACN FACE OF TRU5S AND, UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POST 1'I ON PER DRAWINGS 160A-Z. FAX: 4117-299-91 53 ANY. INSPECTION - OF PLATES FOLLOWED BY (i) SHALL BF PER ANNEX A. OF TPI.-2002 SEC.... A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE O F AUTHORIZATION#9216 DESIGN SHOWN. 'THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/I'PI 1 5EC. 2. T 1- 10-3 i d QTY:14 FL - 1 - - R - Scale TC LL 20.0 PSF REF R352-- 94656 AtIFIC4j: F• TC DL 7.0 PSF DATE 05/10/04 Nr• 0.. 42704I*- iaBCDL10.0 PSF DRW SLTUSR352 04131039 J• STATE OF BC LL 0.0 PSF SLT-ENG /WMR O TOT.LD. 37.0 PSF SEQN 37219 NZOUR .FAC. 1. 25 FROM RH May 10 '04 SPACING 24.0 JREF- 1SCT352 Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L19/9AH - (J) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, 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. 0-4-3 9-10-4y. Rhr2190U118o 0-10-3 F R=3—IFU=180 9-4-0 —- 2X4(Al) L,1-4-0J 1-0-0 Over 3 Supports R=247 U=280 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 u OTY:14 FL 1 - - R - Scale A ® S v\ 4 Building9 Supply ORLANDOTRUSS DIVISION DBA SM Lume Co 2722 APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX:407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF ALITHDRIZATION #9218 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAOI5011, IJI 53719) AMC WTCA (WOOD TRUSS COLINCII, OF AMERiCA, 6300 ENTERPRISE LN, MADISOH, WI 53719) FOR SAFETY PRALIILES PR10R TO PF. Rf ORM1 NO THESE FUNCTIONS. UNLESS Oi HE RIJISE INDICATED, OP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO 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 TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS 41I7H APPLICABLE PROVISIONS OF NDS (NATIONAL DESi GN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) AS TM A653 GRADE 40/60 (W, K/H,S) GALV, STEEL. APPLY TO EACH FACE OF INU55 AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-S, ANY INSPEC1 iON OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 Of TPI1-2002 SEC.J. A SEAL ON THISANY DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOIIN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Bu a DING DESIGNER PER ANSI/TPI 1 SE c. 2. p ....... prS'IC G rp F No.42704 9* 17f STATE OF p0 . y fl1O •` May 10 '04 T C L L 20. 0 P S F T C D L 7.0 P S F BC DL 10.0 PSF BC L L 0. 0 P S F TOT-. LD . 37. 0 PSF R E F R 3 5 2 - - 94657 DATE 0 5/ 1 0/ 0 4 DRW SLTUSR352 04131040 S L T - E N G W M R SEON' 37221 OUR . FAG. 1 . 2 5 FROM RH SPACING 24.0" JREF- 1SCT352_Z03 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE 2) 2X4 "L" BRACE •' 1) 2X6 "L" HRACE • 2) 2X6 "L" BRACE •' GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" B' 4" 8' 6" 10' 11 11' 3" 13' 1" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4° 8' 4" 10 O" 10 0" 13 1" 13' 1" STUD 3' 4" 4' 10 4' 10 6' S" 6' S" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" w HF STANDARD 3' 3' 4' 2" 4' 2" 5' 6' S' 6" 7' S" 1 7' 5" 8' 7" 8' 7" 11 e" 11 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" B' 11 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' 8". 5' 11" 6' 4" 7' 0". 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" B' 9" 10' 3" 10' 3" 13' 1" 13' 9" cQ DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" e' 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" 8' 0" B' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" EY_ S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" I_L.R H F STUD 3' 10" 5' 11" 5' 11 7' 10" 7' 10" 9' 6" 9'. 6" 12' 3" 12' 3" 14' O" 14' 0" mil O 1 1 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' O" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W 3 4' 0" 6' 2" 6 2" e' 0" 8' 1" 9' 6" 10' O'' 12' 6" 12' 7" 14' 0" 14' 0" DFLL 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" S P F 3. 42" 6' 11" 6' 11" 8' 9"- 8' 9" 1D' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STUD 4' 2" 6' 11" 6' 11. 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q H F STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C S P 2 4' 7" 7' 5" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C\ 2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13" 10" 14' 0" 14' 0" 14' 0" DFL STUD 4' 5" 7' 0" 7' 0" B' 9" 1 9' 3" 1 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" S' 0" 8' 0" 10' 6" 10, 9" 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870p AT EACH END. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L fj2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE FOR MAX GA&EUE"=71C'9i!//LENGTH. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 STANDARD 2 STUD 3 STUD 1 #3 JSTANDAPni DOUGLAS FHI-LARCH - SOUTHERN. PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM- FD2 1 & BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD .FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR ( 1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' fi" 2.5X4 Ov" M 1• /7 / THIS DRAWING REPLACES DRAWING A10030E Building WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1'OJ (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRVSS PLATE INSTITUTE. 5B3 D' ONOFR IO DR., SUITE 200, MAD 150 N, NI 57719) AND UTCA (WOOD TRV55 COUNCIL OF AMERICn, 6J00 ENTERPRISE LII, - - HADISON, HI 5J719J FOR SAFETY PRACTICES P0.10R TO PERfORMI1IG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, A1IF' l,. •• % N` /•'` T• J •• REF ASCE7-98-GABI2030 DATE 09/10/01 Supply D YA P, ORLANDOTRUSS OIVISION 2722 APOPNA BLVD. APOPIU. FL 32703 407- 299-t 522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE __ TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HAIIDL ING. SHIPPING. INSTALLING R BRACING OF TRUSSES. DESIGN CONFORMS III TH APPLICABLE PROVISIONS OF IIOS (NATIONAL DESIGN SPEC. BY AFRPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (II, N/S/K) ASTIN A657 GRADE 40/60 '(VI, K/N,S) GALV, STEEL. APPLY _ PLATES TO EACH FACE OF TRUSS A110. uNLE55 OTNEPW LSE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS ifi0A2. i Al INSPE CTIDN OF PLATES FDLLDIIED BY (11 SHALL BE PER ANHEM AT OF TPII 2002 SEC.7. A SEAL 'Utl TH15 DRAINING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVIII. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. i izN0. 42704 : * S S STATE OF TOT. LD. 60 PSF 0(,• \\ O ••• O O1O '•••` \ s • Il AX. SPACING 24.0' DRWG A12030ECO901 ENG 5\ GABLE DETAIL SYM. n FOR LET -IN VERTICALSABOUOUT /j,—' / VERTICAL LENGTH TYP. RIGID SHEATHING r GABLE VERTICAL PLATE SIZES VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE - OVERLAP* LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 O+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK. SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 4 r2X PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4.. O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD, ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015E140699, A090L5EN0699. A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515FC0901 A13030EC0901, A1203OECO901, A1103OECO901, A10030ECO901, A08530ECO901 SBCCI CABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 S11030ENO699, S10030ENO699, S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH, 2X8 ..T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T' REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. B LENGTH INCREASE W/ "T" BRAC WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2X4 10 % 10 % 2x6 40 % 50 % 110 MPH 30 FT 2x4 10 % 10 % 2x6 50 % 50 % 100 MPH 15 FT 2x4 10 % 10 % I 2x6 30 % 50 % 100 MPH 30 FT 2x4 10 % 10 % 2x6 40 % 40 % 90 MPH 15 FT 2x4 20 % 10 % 2x6 20 % 40 % 90 MPH 30 FT 2x4 10 % 10 % 2x6 30 % 50 7• 80 MPH 15 FT 2X4 10 % 20 % 2x6 10 % 30 % 80 MPH 30 FT 2x4 20 % 10 % I 2x6 1 20 % 40 % 70 MPH 15 FT 2x4 0 % 20 % 2x6 0 % 20 % 70 MPH 30 FT 2x4 10 % 2117• 2x6 10 % 9 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM " T" REINFORCED CABLE VERTICAL LENGTH 1. 10 x 6' 7" = 7' 3" DRAWINGS GA898117 876,719 & HC26294035 S T o K REFERNTOONBCSI 1p01SES (BUILDIIGEEXTREMECOMPONENTCARE SAFEITYINFORMATIION), PUBLISHED BYHTPII(T0.U15SSPLATEIINSiDjTUTECISB] l It • S T• REF LET -IN VERT C'ONOF0. 10 00.., SUITE 200, MAD 150N. HI S17ISI AND NTCA (H000 TRUSS COUNCIL OF AMER ICA, 6100 ENTERPRISE L11, G, r DATE 10 /2 4/ 0 1 B uildiI79MAOISON, HI 511191 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERIII SE INDICATED. ` Supply TOP CHORD SHALL MnVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIMG. O 4 2 p 4 DRWG GBLLETIN1001 ORLANDO TR TRU USSIMPOA TANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIILIIIEE0.E0 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE E N G D LJ / KAR DIVISION TRUSSIN CONFORMANCE IIITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING 6 BRACING OF TRUSSES. ST NT E OF APOPfcA. FL 32703 Apop .FL3703DESIGNCONFORMS HITH APPLICABLE PROVE SIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPI HE ' CONVECTOR PLATES ARE MADE OF 20/I6/16GA (Ii,H/S/N) ASTM A651 GRADE 40/60 (U, N/H,5) GALV. STEEL. APPLY TOT. LD 6 0 P SF 407-299-1 522 FAX:407- 299-9 159 PLATES TO EACH FACE OF TRUSS AND. UIILE55 OTHER11lSE LOCAT ED OH THISOESIGfI, POSITION PEP ORANINLS 160A-Z. ANY INSPECT1011 OF PLATES FOL LOIIEO BY (1) SHALL BE PE0. AtIfIEY A] OF TP11-2002 SEC.]. A SEAL OII THIS O 11 . i O/. ••••.••0PROFESSIONALENGINEERINGDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE THU55 PUNCHY p R • SIR. FAC. ANY CERTIFICATE OF AUTHORIZATION 09216 DESIGN S USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUIL011IGHDESJIGNERT PERHE ANSI/iPITI SEC cS1nhi Ai `-.a MAX SPACING 24.0" VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF Il OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED, 120 MPH WIND, ASCE 7-98, CAT H, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 1 4-0-0 -MAX 12 12 MAX W2X4 W2X4 W2X4 8-0-0 MAX-{ 12 12 MAX. 4X W1X3 6! SPACING) 0 W1X3 MAX W2X4W1X3W1X3Ir 16-0-0 MAX W1X3 W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED' WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 OPTIONAL STUB END DETAIL W4X4 OPTIONAL HIP JOINT DETAIL T I21 0( COMMON RUSSES PARTIAL FRAA4ING 20-0-0 MAX (++) AT 2 " OC PLAN 1(1 uUpUb' N"', SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. a\a a uuuu THIS DRAWING REPLACES DRAWING A105 WAR{ REFER !TON SCSI 1p O]S (BUILD! NGE COHPONENTEXTREME C SAFETY INf DRMATI0N1, PUBLISHED BYARE 10FABRICATION. HANDLING. H TP 111(iRUSSS PLATEN INSTITUTEG AND `! SB] \`` ( LL 30 F1 "Y% 30 40 PSF REF VALLEY DETAIL Building D'ONOFRIO DR., SUITE 200, MAUISON. NI 111111 AND HTCA .(HOOD TRUSS COUNCIL OF At1ERI 1A.01 J00 ENTERPRISE LN. `V ( / MADISON. III 537111 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERIIISE INDICATED. • ./ / •• TC T L 20 15 7 PSF DATE 0 6 /2 5 / 9 9 Supply TDP [ HOflU SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG VALTRUSS0699 101010PSF. wnu _._ P•^Y IMPORTANT" THIS TO THE INSTALLATION = No. 42704 ENG MLH/KKR ORLANOOTRUSSFURNISHACOPYOFDESIGNCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR MlY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 1 IC IJL 0 0. 0 P Sl• DIVISIONTRUSSINCONFORMANCEHIT11TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING B BRACING OF TRU55E 55 2722 APOPtCA BLVD. AP OPMA,FL 32703 DESIGN CONF O R MS. HI TH APPLICABLE PROVISIONS OF NDS (NATIOtIAL DESIGN SPEC. BY AFIPA) AND TPI. ALPINE T/// CONNECTORPLATESAREMADEOF20/15/16GA (N.H/S/R( ASTM A653 GRADE 4O/60 IN. N/H.S1 GALV. STEEL. APPLY T T.` LD. 60 STATEOF57 PSF 407- 299-1522 FAX. 407-299-9153 PROFESSIONAL ENGINEERING ERVLOCATED PLATES TOEACHFACEOFTRUSSAND. UNLESS OTHISE LTED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-2. i • ANY INSPECTION OF PLATES FOLLOIIED BY (1J SHALL BE PER ANNEX A] OF TPI!-2002 SEC.]. A SEAL 011 THIS DRAIIING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT •• • O P : AC. 1.25/1.33 DESIGtI SHOIIN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE O tCi>,_••O 1. 15 1.15 24" CERTIFICATE OFAUTHORIZATIONN9218BUILOINGDESIGtIERPERANSI/TPI 1 SEC. 2. /'j • - R. CING X A CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON D) 2X6 OR LARGER SP 1 # 2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEY SUPPORTING TRUSS BRACING DETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D)7(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. ' m 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN UU1V MU1V l au'DoL` D lil G'} UU 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED GIRDER L(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACINGZ(3) TRUSS TOP CHORDS PER SPECIFICATIONS 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING ,`lM!'(' pnq y'y` yii THIS DRAWING REPLACES DRAWING V105-009V Aw' V T O C K Building WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFE0. TO SCSI 1-07 (BUILDING COMPONENT SAFETY IIIFBRMAi ION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 587 D'ONOFRIO DR.. SUITE Z00. N S MAOISON, HI 57710) ANO NTCA (HOOD TRUSSHE " COUNCIL OF AllS. ERICA, 6700 ENTERPRISE LII, MADTOPICON. TPROPERLYHERWISE IADTACHEO 1Ffl •• LL 30 Ql. ••• j _`` //''. j}. G ••• TA 20 30 15 40 PSF 7 PSF REF CONY. VALLEY DATE 06/25/99 Supply WOLSREY _.- Y 0RLANOO TRUSS DIVISION 2722 APOPKA BLVD. APOPKA. FL 32703 407- 299-)522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 ORDHSHALLIIAVE0P0. 0PERLY ATTACHEDSSTRUOCTURALPPANELSIANDTBOTTONUCNORDNSNALLNNAVE ALESS RIGID CEILING. z IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE IIITH TPI: OR FABRICATIJIG , HANDLING, SIIIPPING. III STALLI NG 1 BRACING OF TRUSSES. _ DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF1PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20111111GA (W,H/S/k) ASTH A657 GRADE AO/60 (N, N/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, ONLESS OTHERIII SE LOCATED ON TN15 OES IGII, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL RE PER ANtIEY A7 OF TPI:-2002 SECA. A SEAL ON THIS ORAIi11IG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGII SHOIIN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER PER AIIS.1/TPI 1 SEE. 2. JL No. 42704 8C I, 10 BC I, 0 STATE OF fi, LD. 60 O ••• O ,0 •' AC. 1.25/1.33 y •••• w` FPn.,:"'_ •••.\_ ACING SEE10 0 10 PSF T 0 PSI' 57PSFDRWGVALCONVF0699 T p ENG MLH/KAR551.15 1. 15 ABOVE TOP CHORD 2X4 #2 OR BETTER PIGGYBACKBOTCHORD2X4 #2 OR BETTER DETAIL WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. A E A E0 E- E EITHER PLATE LOCATION IS ACCEPTABLE/ 11 M? MAX SIZE OF 2X12 2 OR BETTER A Er A 20' FLAT TOP CHORD MAX SPAN II 2- T E E E E OPTIO BBB\ SPLICE B I/i B / C B D-SPLICE AZL C B C vpfzi— C C 4 GO ,C C C C ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. rimil ®©®' "WARNING" TRUSSESIREQUIRE EXTAEHE CARE IN FABRICATION, HANDLING. SHIPPING. (T INSTALLING STI BRACING. REFER TO SCSI 1.07 (BUILD IIIG COMP ONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7 D'III F RIO DR:, SUITE 2DO- MADISOH, HIS77191 AND uTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTER PA ISE LN, Building HAD ISON , W. 57718) FOR SAFETY PRACTICES PRIOR TO PERFORMIIIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLYATTACHEDSTRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Supply RIGID CEILING. WOURAY'C T R U ORLANDO TRUSS "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS .DESIGN;, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI:. 00. FABRICATING, HAIIDL IHG, SHIPPING, INSTALLING { BRACING OF TRUSSES. 2722 APOPI( A BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPEC. BY AFLPA) AND TPI. ALPINE APOPK . FL 32703 CONNECTOR PLATES ARE MADE OF 20/1B/16GA (W.H/S/K) ASTH A657 GRADE <G/60 '(W.'K/H,S) GALV. STEEL. APPLY 407-299- 1 522 PLATES TO EACH FACE OF TRUSS ACID', UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 16DA-Z. FAX: 407- 299-9 153 ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A7 OF TPII.ZO02 SEC.7. A SEAL ON THIS PRO FESSIONAL ENGINEERING DRAIIIIIG INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF ALITHORRATION #9218 DESIGN SH o1111, THE SUITABILITY AND USE OF THIS COHPOIIENT FOR ANY BUlLO1NG 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6. 5X6 5X6 C 1. 5X3 1.5X4 1.5X4 1.5X4- D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4` 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 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0. 120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 ,o o 0 o a o o 0 0 0 2,. 00 0 00000aoo 1111V1 11lIINU/// 8 1/4 v\`""` T J G REPLACES DRAWINGS 634,016 634.017 & 847;045 IFiC,q. MAX LOADING REF PIGGYBACK 55 PSF . AT DATE 06/25/99 No.42704 1:, DUR. FAC. DRWG PIGBACKBO699 ENG DLd KAR c 50PSFATSTATEOF I, 1.25 jz a DUR. FAC. 47 PSF AT Al Q •' 1.1-5 DUR. FAC. R,1VFS'o..."'_.•c, PACING 24.0" 4 BOTTOM CHORD FILLER DETAIL i OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE 9 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 T DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER F MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (* FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARDI 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 4 ++ 4 ++ 9.5 MAX 3X8 TRULOX ** 18" 4 4 3X12 TRULOX MAX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE u,uuuBu I AWARNIOBCS TRUSSES REQUIRE EXTREME CARE T FABRICATION, HANDLING, SHIPPING. (((STALLING AND BRACING. REFER TO BCSI 1-0] (BVILD111G COI1PONE Ni SAFETY IIIFORMATI DII), PUOIISNED BY TPI (TRUSS PLATE INSTITUTE, SB] D'DE RFRID DR., SUITE ZDO. MAD(SON, 111 577191 AND HTCA III000 IN COUNCIL OF AMERICA, 6" ENTERPRISE LH, Building HA015ON, HI 57719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 11101 CATED, g TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Supply RIGID CEILING. WWLiFLF — P• 1, —IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OR LAN DO TRUSS PRODUCTS. ItIC. SHnLL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DIVISION TRUSS IH CONFO0.MANCE HITH TPI: OR FABRICATING. HANOL ING. SHIPPING. INS TALL IIIG 8 BRACING OF TRUSSES. 2722APOPKABLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONALDESIGNSPEC, BY AF&PA) AND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 1O/IB/I11A (II.H/S/R) ASTN A65] GRADE NO/60 (H, N/H,S) GALV. STEEL. APPLY 407-299- 1 522 PLATES TO EACH FnCE OF TRUSS AIID. UNLESS OTHERWISE LOCATED ON THIS OES IGII. POSITION PEP DRAI'.NG' 160A-Z. FAX: 407- 299-9 153 ANY INSPECTION OF PLATES FOLLOOED BY (I) SHALL BE PER ANNEY A] OF TPI(-2002 SEC.]. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAVING INDICATES ACCEPTAfICE OF PROFESS( OVAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION 1t921B DESIGII SHOIIN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGHER PER AIISI/TPI I SEC. 7 WII s tFICq,. e; CG c•• TC No.42704 •* C STATE OF 1 REPLACES DRAWINGS A115 A115/R & 884,132 LL PSF REF BC FILLER VL PSF DATE 06/25/99 L 10. 0 PSF DRWG BCFILLER0699 1L PSF ENG DLJ/KAR LD. PSF FAC. 1. 0/1.15/1.25/1.33 ACING 24. 0" STEPDOWNI, CORNER SET 2' TYF 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 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00. 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSSF 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 K 1. 3 5 7 i I 2' TYP. 7 OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** ** J7 CO 12 * 2" W2X5 12 W2X4 6.00 4 ALTERNATE LOADING w2X4 , W3X4 TCLL 20 PSF S0IIMPSON TCDL 20 MAX PSF 3/4" ---- THJA26 BCDL 10- PSF TOT.LD. 50 MAX PSF 1' 3' 5' 7' *** 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25 R=463#. W=3.50" R=652#, W=3.50" END AND CORNER JACKS HIPJA \nWA 0w°uulaN THIS DRAWINDRAWING REPLACES C 179502 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. ,• ]•• j1 REFER TO BC51 1-0] (BUILDIIIG COHPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 ` •(V` , • _ i T • (i LL 3 O MAX PSF REF 7 STB K C S D' ONOFRIO OR.. SUITE 200. HADISON. WI' 537191 AND WTCA (WOO TRUSS EOUNGIL OF AMERI CA, 6000 ENTERPRISE LN, ` j MAXDATE BuildingMAD(SON, III 57719) FOR SAFELY PRACTICES PR10R i0 PERFORMING THESE FUN[710t1S. UNLESS OTHERWISE INDICATED. _ ••• TC L 15 MPSI'' DA 1 E 0 6/2 5 / 9 9 TOP CNOAD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOi TOM CHORD SHALL HAVE A PNOP ERLV ATTACHED Supply RIG10 CEILING. = No. 42704 §L 10 PSF DRWG CS7SBK3AO699 WOLRF Xycomp• ny -*IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = *. ORLANDO TRUSSPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILO THE - 'r.0 L O PSF — ENG SJ P / KAR DIVISION TRUSSINCONFORMANCEHITHTPI: OR FABRI LAiI NG. HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE STATE OF AP OPKA. FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/11GA (U.H/S'1I ASTM A111 GRADE 11111 11. X/H.S) GALY. STEEL.' APPLY LD. 55 MAX P S F 407-299- 1 522 PLATES TO EACH FACE OF TRUSS AI10. UNLESS OTNERI I', LOCATED ON THIS DESIG II, PDSI TI ON PER DRAIYINGS 160A-Z. ••• ^ • FAX: 407- 299,9 1 53 ANY INSPECTION OF PLATES TOLL OMEO BY (II SMALL BE PER ANNEX A] OF TP 11-1001 SECA. A SEAL ON THIS Q P..• PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEFTAHCE Of PROFE SS lo11AL EIIGIIIEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONPollE NT OAj•.`••O•R, - •R. FAC. 1.33 DESIGN SHOIIN. THE SUITABILITY AND USE OF 7NI5 COMPONENT FOR Ally BUILDING IS THE RESPONSIBILITY OF THE `/C/•/ ! / CERTIFICATE OF Al1TRC)RIZATION M9218 BUILDING DESIGNER PER AIISI/TPI 1 SEC. 2. '/ V.\' • I,• `III PAI'ING SEE ABOVE l/JNIIIIIIIIIHIIII\\1y1\ 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 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR ATTACH WITH lOd NAILS AT 6" O.C. L-BRACE BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH i/, SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING— TRUSSES REQUIRE OIIPO E CARE T FABRICATION, HAIBLISHE, SNIPPING, INSTALLING AND BRACING. REFER TO SCSI 1-D] (BUILDING COMPONENT SAFETY INf ORHAT 10111; PUBLISHEDSHEU BY TPI (TRUSS PLATE INSTITUTE, SB] D'ONOFRIO DR.. SUITE 200, HAD(S0 ' 11i 57719) AND HiCn (H000 TRUSS COUNCIL OF AM""" BID HET ENTERPRISE LN, Building MA01SON, 111 511111 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT10115. UIILESS OTHERHISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Supply RIGID CEILING. woL`E1FTcom V ORLANOO TRUSS "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIONCONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 2722 APOPKA BLVO. TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING i BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE APOPMA FL 32703 CONNECTOR PLATES ARE MADE OF 20/19/11GA (W,M/S/N1 AST" A111 GRADE 11,10 111. F./I1,5) GALV, STEEL. APPLY 407-299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTNEN111SE LOCATED ON THIS DESIGN, P051 TION PER ORAWI NG5 I6CA-2. FAX: 407-299-9 153 ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A] OF TP11-2002 SEC.]. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION #9218 DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER AIISI/4PI 1 SEC. 2. T-BRACE L-BRACE SCAB low' IY,•,Rq qi4 THIS DRAWING REPLACES DRAWING 579,640 q., LL PSF REF CLB SUBST. G •••• TC _DL PSF DATE 06/25/99 N0. 42704 ' At 1)L PSF DRWG BRCLBSUB0699 BC 11, PSF ENG MLH/KAR STATE OF ; QV9 LD. PSF SPACINGi,sts/nRl-A1•. \.. r LUUK UAULt) TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. W2.5X4 JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-IOD GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' ( TRUSS SPAN THREE DIAGONALS ONE EACH END AND CENTER) 4: 16" OC VERTICALS, TYPICAL. 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 W=W2.5X4 = BOTTOM CHORD, MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. Continuous Support VARIES Note: All Plates Are W2X4 Except As Shown. aW"W0—-.11f'yi,, PLT TYP. Wave TPI-95\R Design Criteria: TPI(STD) N y'%/ FL 1 R f T ® & WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. PEFE0. TD BC SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI' (TRUSS PLATE INSTITUTE, SBl ` yy- L L 40.0 P f Scale E Building D'ONOFR IO DR., SUITE 200. HADI SON, HI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE L11, MAD ISDN, 111 57719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, v 7 D L R F R 3 5 2 - - 1 5 3 7 2 Supply TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.' N Q ; 4 2 7 0 4 10.0 P S F DATE D 7/ 1 5/ D 2 wolsTUT=omP•^Y B DL OSRLANDOTRUSSFURNISHDESIGN TO THE ALLATION CONTRA NE ENGINEEREDALPIANY 5.0 PSF DRW SLTUSR3s2 02196003 DIVISION 27 22 APOPKA BLVD. TOR. pR00000TST INC+• SMALLIN BE RESPONSIBLEONSTIBILE FOR ANY DEVIATIONS THIS FAILURE THE T0.U55 IH CONFORMANCE HITTPI: OR FABRICATING, HANDLING. SNIPPING, INSTALL I.HG L BPACI NG OF TRUSSES. STATE O F L L D D P S F S L T - E N G / W M R APOPKA, FL 32703 DESIGN CONFORHS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPIIIE S E O N - 11184407-299-1 522 - FAX:4072999153 CONNECTOR PLATES ARE MADE OF 20/IB/16GA (W,H/S/K) ASTM A653 GRADE d0/60 (1V, K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POST T10N PER DRAWINGS 16DA-Z. I P ••• T L.D . 55.0 P S F PROFESSIONAL ENGINEERING ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANHO Al OF TP11-2002 SECA. A SEAL 011 THIS.•••••.......... DRAIIIDESIGIIG INDICATES ACCEPTANCE OF PROFESSIDHAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS O 1 F`SsONA`\ URC ERTI FIGATE OF AUTHORIZATION #9218 COMPONENT USE OF THIS COHPON EIIT FOR ANY BU ILDIlIL IS THE RESPONSIBILITY OF THE - HDESIGNER TPERHESANSIBTPITIQf AC 1.00 FROM BUILDING SEC v JREF - 1RU8352_ 717 SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD L ==_ AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2 CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN PLATES TO BE POSITIONED. APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN' PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS.DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. FIGURE 5: SINGLE SHEAR BLOCI{ CONNECTION AT CONCENTRATED_ LOAD 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON 0.148" x 3") NAILS. 6 FIGURE 3: STACKED CHORD OPTIONAL TIE PLATE ON TRULOX PLATE CONNECTION NARROW FACE lIN COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 4 CROSSSECTIONDETAIL 31 IP f5' Tol7" LONG BLOCK SIZE MAX LOAD 1) 2x6 P 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 1 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION AT TO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4"- SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION CROSS SECTION NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS SUPPORTING THE CONCENTRATED 9, 0" LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIE] CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. FERNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-0] (BUILDING COfIPUNENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O' ONOFIU OR., SUITE 200, HADISO L. HI "" ", AND WTIA (HOOD TRUSS COUNCIL OF AHED ICA, 6300 ENTERPRISE LI1, Building MA0I SON. 111 5]7l9) F00. SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUII(iI ON S. UtILESi OTHERWISE INDICATED. g TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AHD BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED Supply RIGID CEILING. WOL{ Ty --IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OtMc P. p RL ODTRUSS DIVISION PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DIVISION TRUSS IN CONFORMANCE WITH TPI: 02 FABRICATING, HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. 2722AP0PKABLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE APOPKA. FL 32703 CONNECTOR PLATES ARE MADE OF 20/18116GA (W.H/S/%) ASTM A65] GRADE <0/60 (W, R/H,5GALV. STEEL. APPLY 407-299-1 522 PLATES TO EACH FACE OF TRUSS A110. UII LESS OTHER SE LOCATED ON THIS DESII GH POSITON PEA 0RAW1 NGS16DA-Z. FAX: 407-2999153 ANY INSPECTION OF PLATES FOLLOWED BY 0) SHALL BE PER ANNEX A3 OF TPII 2002 SEC.3. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAHIIIG INDICATES ACCEPTANCE OF PROF E55SIDIIAL EIIGIIIEERIIIG RESPONSIBILITY SOLELY FOR THE TRUSS COHPONE HT CERTIFICATE OF AUTHORIZATION N9218 DESIGfI SHOW .. THE SU I TAB I LTTY AND USE OF THIS CDMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER PER ANSI 'TPI I SEC. 2. 6X18 TRULOX PLATE BENT AS SHOWN. SIFIC., gT/,. 1 V \ • ' BC No.42. 704 'C TO STATE OFJWJ 2X6 OR 2X8 #3 ORBETTERSHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS ES DRAWINGS 1,070,978 798517 T620, 124 & T615,4B9 LL PSF REF SY42 CONNECTION DL PSF DATE 06/25/99 UL PSF DRWG CNSY42PLO699 LD FAC. 1. 00 ACING PSF ENG MLH/ KAR PSF SMITH TRUSS ROB HULL 12 Jan 2004 1:43 prn 2722 APOPKA BLVD , APOPKA, FL. 32703- (407)291-2641 FASTBeam@ Engineerinq Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Project : Z1979BB.FBD BEAM -A Mark # Z1979BB BEAM -A Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action -No 3.5•, 565 psi 15' 0" 3.5•, 565 psi LOADS Project Design Loads: Floor: Live=40 psf, Dead=15 psf,' Roof.' Live=20 psf, Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' Shape' @Start @End @Start@End Span# Starts Ends Additional Info 1 Uniform(plf) 110 80 100% 0 010" 15' 0" WALL 2 Concentrated(lbs) 563 /- 409 100% 0 2' 2 3/4" B.B.O 3 Partial(plf) 221 161 100% 0 5' 10 3/4" 9' 10 3/4" F1 4 Concentrated(lbs) 880 640 100% 0 11' 10 3/4" F2 5 Concentrated(lbs) 661' 481 100% 0 13' 10 3/4" F3 6 Concentrated(lbs) 247 134 125% 0 T 2 3/4" C3 7 Concentrated(lbs) 234 j 170 100%0 5' 2 3/4" C2 M• pA'yiy 8 Concentrated(lbs) 794 577 100% 0 7' 2 3/4" R20 r;•• tA X. •'•., ' 9 Partial(plf) 274 ••-1 199 100% 0 9' 2 3/4" 15' 0" R19 IFIC Uniform(plf) 15 0 0 0 15' 0" Self Weight Dimensions measured from left end when s an# is 0, otherwise, from left end of the s ecified span. 3 m SUPPORTS(lbs) o 1 2 Max R'n Max 100% 3129 4592 gyp', STATE OF ;•Q\ Max 125% 2052 105 3219 29 4 t` 1 O P, Min R'n ° Min 100/° 972 2052 1345 3219 Min 125% 105 29 an,}ru: aua DL R'n 972 1345 Min Brg(in.) 1.58 2.32 Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(Ibs) 3838 1 14' 10" 21 10827 100% 0.35 M(ft-lbs) 14681 1 7' 6" 21 37333 100% 0.39 LtRn(lbs) 3129 0 0' 0" 71 6921 100% 0.45 See Note #5 RtRn(lbs) 4592 0 150" 71 6921 100% 0.66 See Note #5 LLDefl( in.) 0.17 1 T 6" 71 0.50 U1083 TLDefl( in.) 0.24 1 7' 6" 71 0.75 U759 USE: POWERBMB 30E-E2 3.50x16.00" Grade, Width, Depth selected by User POWER BEAM reg. tm Anthony Forest Products Co. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8.. This. engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. Load Combinations: 10 = D, 20 = D + 100%, 30 = D + 115%, 40 = D + 125%, 50 = D + 133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%12, 100=D+160%+115%/2+133%, 110 = D + Commercial Ld (100%) 11. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL,'0 for DL). 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 MapNQf Survey BEAR I NG LiI N 89°59'43-E L 2 S 89°59'43"W LOT 76 I LOT 75 LI LOT 84 B GRADING 5.500 SO. FT. R DISTANCE 50.00' 50.00' LOT 74 OF SA FOp cow. 1,4 24.7 OPORCH O 15.3' p O 1979 O YORKSHIRE 'A A 8- SINGLE FAMILY RESIDENCE FIN. FL. ELEV:/5.5 LOT 83 3 a o Lu W LOT 85 w W O 65. 0'5 40.0'W O O O _ O O a6.0' O - O OCL 12. 7'0 o O 21 3 777. V o I oi+ i 139.00' L2 0 0 Ln N 14 P.C.P. N 89* 59-43'E574. 00' REFERENCED BEARING CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 ' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRPTION Lot 84. - V E N E T I A N BA Y accordng 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 ies within Flood Zone X- according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) Flood Zone determalation was performed by grcplvc plottmq from Flood hstrcnce Rate Maps provided by FEMA. No field serveyilg was perFormed by this Frm to determine this Zone. The exact zone location can orJy be determhed by on elevation study. We assume no responsibity for actual flooding condtions corrcerrang this parcel P. C.P.. SETBACKS: Max Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' A P_ERVIO_US SO. FT.. 56 Minimum Lot Width 50' LOT IMPERVIOUS AREA -3.077SO.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 Ned H I I I e r Engineering. hc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on FR 0 F0S ED Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark cvs O. R.B. Offset Official Records Book subsurface/ aerial encroachments, i/ any, were located. assumed datum) PB Plat Book 3.- ggi'Idin ties shown are to the exterior unfinished foundation surface or formboard. 9BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved GL. Centerline PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown A Central or (Delta) Angle P.C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CALC CalculatedC8 ChordBearingPage Benchmark shown hereon. CD Chord R P.R.M..temporary Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P. P. O.B. Property Line Point of Beginning Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) p ) P.O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) p 1 Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. Iron Pipe PT. Point of TangencyI.P. 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod R Radius Denotes %" iron, rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RAD RES. Radial Line Residence iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. LB Licensed Business Rny Right -of -Way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea N/ D(N&D) Measured Nail and Disk TYP. Typical 2004 Herx & Associates Inc. All rights reserved 9N.R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor a a This survey meets the require s of the Flo a Minimum Technical Stefldards as contained in Gh t 61G17-6 F dda Administrative Cline. Sketch of Legol Description This is not o Survey Drawn by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Darae L. Przemieniecki, P.S.M. Register )Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Suryr and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Plot lon performed: 07-06-04 Foundation Survey: Final Survey: Revisions . FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Address: 1979 YOR SHIRE Z.Z-%ef'l T IJ ` U/"Gf e Builder: Permitting Office: MORRISON HOMES" City, State" dd Nditd Permit Number: Owner: dl) )ff nO Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family T 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 2239 ft' 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 250.0 ft' 0.0 ft2 - b. Default tint 0.0 ft' 0.0 ft' _ c. Labeled U or SHGC 0.0 ft' 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0,. 220.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1393.0 ft' _ b. Frame, Wood, Exterior R=11.0, 4.0 Al - c. Frame, Wood, Adjacent R=11.0, 412.0 ft' _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1983.3 ft' _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c, N/A 14. Hot water systems a. Electric Resistance b, N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan; PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.13 Total as -built points:27781 PASSTotalbasepoints: 30267 I hereby certify that the plans and sp cif .ations covered by this calculation are in comp the Florida Energy Code. PREPARED BY: DATE: --- ------ ---- I hereby certify that this buildin s de gned, i/in compliance with g e. OW N ER/AG E N DATE: --- ------ - - ----------- 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 OFFICI *:qaee_ DATE ' EnergyGaugeO (Version: FLRCSB v3.30) Gn Cap: 36.0 kBtu/hr - SEER: 12.00 _ Cap: 36.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 _ PT; _ FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 7 1 ADDRESS:, , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1979.6 25.78 9183.4 Single, Clear NW 1.5 7.0 30.0 40.72 0.95 1158.0 Single, Clear NW 7.0 7.5 16.0 40.72 0.66 268.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SE 8.0 9.0 64.0 . 61.07 0.53 2077.0 Single, Clear SE 1.5 6.0 20.0 61.07 0.89 1086.7 Single, Clear SW 1.6.0 6.0 15.0 56.99 0.40 340.4 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear SE 1.5 5.0 16.0 61.07 0.84 823.2 As -Built Total: 250.0 10303.4. WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior 4.1 1393.0 1.18 1643.7 Exterior 1397.0 1.90 2654.3 Frame, Wood, Exterior 11.0 4.0 1.90 7.6 Frame, Wood, Adjacent 11.0 412.0 0.70 288.4 Base Total: 1809.0 2942.7 As -Built Total: 1809.0 1939.7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 33.0 4.80 158.4 Exterior Insulated 33.0 4.80 158.4 Base Total: 51.0 187:2 As -Built Total: 51.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30:0 1983.3 2.13 X 1.00 4224.4 Base Total: 1979.0 4215.3 As -Built Total: 1983.3 4224.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 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:-69%.0. As -Built Total: 220.0 7018.0 INFILTRATION Area X BSPM = Points Area. X SPM = Points 1979:0 14.3..1 2831;9.5 . 1979.0. 14.31 2..8319.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 9 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 1 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGaugeTM" DCA Form 60OA-2001 EnergyGaugeORaRES2001 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 10.59 1.07 181.7 As -Built Total: 250.0 3505.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 412.0 1.80 741.6 Concrete, Int Insul, Exterior 4.1 1393.0 3.31 4603.9 Exterior 1397.0 2.00 2794.0 Frame, Wood, Exterior 11.0 4.0 2.00 8.0 Frame, Wood, Adjacent 11.0 412.0 1..80 741.6 Base Total: 1809.0 3535.6 As -Built Total: 1809.0 5353.5 DOOR TYPES Area X BWPM Points Type . Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 33.0 5.10 168.3 Exterior Insulated 33.0 5.10 168.3 Base Total: 51.0 240.3 As -Built Total: 51.0 240.3 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1983.3 0.64 X 1.00 1269.3 Base. Total: 1979.0 1266.6 As -Built. Total: 1983.3 1269.3 FLOOR TYPES. Area X BWPM Points Type R-Value Area X WPM - Points Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 41.8.0 As -Built Total: 220.0 5510 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 I 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 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGaugeTM' DCA Form 600A-2001 EnergyGauge®1FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING.& CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total . Tank EF Number of X Tank X Multiplier X. Credit _ Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16148 3863 10256 30267 12168 5118 10495 27781 WE EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge&FlaRES'2001 FLRCSB v3.30 FfORM 60OA-2001 Code Compliance Checklist Residential Whole .Building Performance Method A - Details I ADDRESS:,,, AA_21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: 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 we 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 >118" 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-sto 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. r+ r11"frl+/'nlnTnJC 1111CA01IIMCC /--6 k^ m 6 ..r nvnnnrinrl Ihv n11 rncirinnnnc 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. traprequired. 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. HUAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 ' EnergyGauge®/FlaRE&2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear - single pane 250.0 ft? b. Clear - double pane 0.0 ft2 c. Tint/other SHGC - single pane 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, int Insul; Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ Single family _ 1 _ 4 Yes _ 1979 ft2 . Double Pane 0.0 ft2 - 0.0 ft2 _ 0.0 ft' R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ft- R=11.0, 4.0 ft2 R=11.0, 412.0 ft' _ R=30.0; 1983.3 ft2 Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy.Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER: 12.00 Cap: 36.0 kBtu/hr HSPF:7.80 Cap: 50.0 gallons EF: 0.86 _ PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is.ft¢1 a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPAIDOE EnergyStar 'designation); your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) Notes: Weather. Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 39310 Btuh Ventilation air 0 cfm Ventilation nheat d 39310 BBluh Infiltration Method Simplified Construction quality Average replaces Oftxb AP, FL, US Heatin Coolingg Area (ft2) 19_A 1979 Volumeg(ft 18801 18801 E ruicv. 02.5511 04AVFedmur Heating Equipment Summary Malmo 1RME Trade Efficiency 7.7 HSPF Healing input Heating output 0 Bl uh @ 47-F Heatinngg temp rise 0 OF Actual heating fan 1200 cfm Heating air flow factor 0.031 dm/Btuh Spaoe thermostat Summer Design Conditions Oulside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use ht. data n Rate/sMng multiplier 0.98 Total sens. equip. bad 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3696 Bluh Total latent equip. bad 6551 Btuh Total equipment load Req. total capacity at 0.70% SHR 33977 Btuh 3.3 ton Cooling Equipment Summary Malmo TPA NE Trade Efficiency Sensible cooling Latent cooling Total 0001IN Actual cooling fan Cooling air flow factor 0 7.. - - a rs, . 1224Bbih 10650 Btuh 35500 Btuh 1200 cfm 0: 044 efrn/Btuh 81 % Bold/ italic values have been manually overridden Printout certified by ACCA to meet all requirements of Mmued J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 A E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 20 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 x 251 cfm x 32 OF Winter TD = 8824 Btuh 3. Winter infiltration HTM 8824 Btuh / 301 ft2 . Total window = 29.3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1 Summer infiltation AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration load 1.1 x 125 , cfm x 18 OF Sum TD = 2482 Btuh a Summer infiltration HTM 2482 Btuh / 301 ft2 Total window = 8.2 BtuW and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 125 cfm 3696 Btuh hroceaure u - equipment blzing uoaas 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF SumrerTD 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 s®rg load - sensible _ 27426 Btuh 2 Latent sing bad Latent ventilation bad 0.68 x. 50 cfm vent x 43 grAb moist.diff. - 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Ruh Infiltration bad from Procedure C + 3696. Btuh Equipment stung bad - latent - 6551 Btuh. Construction Quality is: a No. of Fireplaces is: 0 Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrighitsoft Right•Suite Residential"" 5:5.06 RSR26013 2002Ju1-24 17:30:35 ACCA E:\FIIes\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 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 KITCHENXNOOK a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39A 25.0 0.0 FAMILY ROOM s b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 MASTER SUITE a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39A 20.0 0.0 a n ne a c n: 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 MASTER WIC BATH 2 UTILITY ROOM BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5_ 2.0 5.0 47.4 15.0 1.3 MASTER BATH a n rw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0: 39A 16.0 0.0 wreghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 i°m EAPiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIG IT WORKSHEET r „ •,' EEnure ouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE "79 7/24/02 109 COMMERCE STREET LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 M*4UALJ:71hEd Namedman Entire House LMNGROOM DINING ROOM KITCHEM" TCeilngs; L ndaq osedNsB 220.0 ft 48.0 ft 17.0 ft 19.0 ft fin r>sas 19.0 x 11.0 It 10.0 x 16.0 ft 19.0 x 14.5 ft Ca-dL Option 9.5 ft heaticool d 9.5 ft heagbod 9.5 fti heatbod 9.5 ftheaVbod TYPE OF CST HTM Load (B h) Area Load (Ban) Area Load (Btitr) Area Load (Bile) DTOSL RE NO. Htg Clg ft7 Htg Clg W) Htg Clg M Htg Clg ft Htg Clg 5 Gross a 14B 4.6 2.1 1663 333 95 181 b 12C 2.9 1.9 4 4 0vat andc13C3.2 12 424 119 67 parhl- d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 V\41dansa cl a 1C 37.0 186 6m 40 1478 25 924 924 doors b 8C 37.0 64 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d 0.0 0. 10000 0 0 0 0 0* e 0.0 0 0 0 0 0 0- f 0.0 0 0 0 0 0 0- 7 VfthAsaid North 20.4 17 340 13 25B 0 0 c"" 0 lass doas NEJNW 39.4 165 6501 0 0 25 995 z 985 t oo6g ENV 0.0 0 0 0 0 0 0 0 SSST/ 47.4 68 3239 27 1205 0 0 0 South 0.0 0 0. 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 OtInwdoas a 11A 18.9 127 51 963 650 33 623 421 0 0 0 0 0 b 11A 18.9 1127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 1390 639D 2842 290 119E 535 70 323 144 1 717 320 0posed b 12C 2.9 1.9 4 12 8 4 12 8 0 0 0 0 0 wells and c 13C 3.2 12 406 1279 475 119 375 139 67 211 78 0 0 pa tbc- 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 1979 3356 4405 209 364 465 160 271 356 27E 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 1214 0 17 441 0 1E 492 0 Nola: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 perirela 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 fix 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 82 3M 8M41 2482 731 2140 602 25 733 206 25 733 206 13 Subbtil bz=6+8_+11+12 35736 7424 29 3333 Lessexbrnal heating 0 Less transfer 0 0 0 0 Heating redstrt'txNon 0 0 0 0 14 Dud loss 101 3574 10°/ 742 100 290 1 333 15 Tohalbss= 13+14 39ti10 8167 3193 38M 16 MOM Pecpb Q 300 6 180D 0 0 1 30D c""" 0 1200 2 1800 0 0 0 0 1 1290 17 12+ 1+16 RSHgftM SLLess2rZ177p 325 3 cAFF7+ing Lesstrarslia0 0 0 0 Cooling redstrbution 0 0 0 0 18 Duct gain 10 2154 101/ 372 10 297 1 19 Total RSH gain=(17+18)`FU 1A0 a9Bfi 1.00 4096 1A0 2Z77 1.00 332 3657 31 Air required (con) 12J0 1270 219 182 97 101 112 161 PfiriW certified by ACCA to meet all reguiMT ents of Mamd J, 7ih Ed. wr14=JhtsoR Right -Sulfa Residential'" 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\Files\ MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 IGHT WORKSHEET ntre Ouse i i DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 MANUAL ATh Ed Namedroom FAMILYROOM MASTER SUITE MASTERWIC BATH 2 Lerx hdexposedwal 33.0 it 21.0 ft 0.0 ft 0.0 ft 3 Roandtrr11.s 17.0x 16.0ft 13.0x 18.0ft 7.5x 11.0ft 11.0x 5.5ft 4 Ceibgs Cora Option 9.5 ft heaYcocl 9.5 ft heakod 9.5 ft i heaVmd 9.5 ftl heaVood TYPE OF I CST HTM Arm Load (BGh) Arm Load Pt h) Area Load (BGh) Area Load W) E)FOSURE NO. Htg I Clg ft) Htg Clg M Htg I CIg M Htg Gig ft) Htg Cig 5 Gross a 14B 4.6 2.1 314 200 0 6pcsed b 12C 2.9 1.9 0 0 vA& and c M 3.2 1.2 0 0 wwons 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 Wid:nsaid a 1C 37.0 0 0 35 1294 0 0 0 Igassdoorsb8C37.0 64 2366 0 0 0 0 0 Heani9 c 9C 38.7 0 0 0 0 0 0 0 d 0.0 0 0"' 0 0 0 0 e 0.0 0 0 0 0 0 0 0 If 0.0 0 0 0 0 0 0 0 7 Wirbmad North 20.4 0 0 0 0 0 0 c"" 0 glassdoas NEM 39.4 64 2522 35 1379 0 0 0 Cooing 5W . 0.0 0 0 0 0 0 0 c 0 SE/SW 47.4 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0. Horz 0.0 0 0 0 0 0 0 0 8 Otherdoors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 b 11A 18:9 127 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 2.1 250 1150 514 165 75B 339 0 0 0 0 0 egcsed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 mils and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 parelo s 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 22 272 461 605 234 397 521 83 140 184 61 103 131 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 0 0 11 Floors a 22A 25.9 0.0 33 855 0 21 544 0 0 0 0 0 0 Nob: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 penrebr 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 0 0 forslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 64 1876 SB 35 1C25 289 0 0 0 0 0 13 SLbW 12 0 140 10Lh8abig0M, 0 Less transfer 0 0 0 0 Heatingredistibrrtbn 0 0 0 0 14 Dud loss 1Uy( 671 10°/ 402 10T 14 100 10 15 Total loss =13+14 7379 4421 154 113 16 Ud gakw Pee* Q 300 4 1200 1 300 0 0 0 1200 0 0 0 0 0 0 0 17 Skit RSH garr-7++1+12+-16 28 1 4 135 Less exlwdcooling 0 Less transfer 0 0 M,, 0 Cooling - stil ialio 0 0 0 ... 0 18 Duct gain 10'/ 537 10°/ 283 10 18 10° 13 19 TabI RSH gau>=(77+18)*PLF 100 5806 1.OU 3110 1A0 ZOQ 1,w 148 20 Air required (dm) 7b 263 135 138 51 9 "" 3 7 Printout certified by ACCA to meet all. requirenals. of Manual J. M Ed, lawrrrgl rltsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 k EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RIGHTWORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONIN.G,R . Job: YORKSHIRE 1979 7124102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANLIALI M Ed Narnedmom UTILITY ROOM BEDROOM 2 BEDROOM 3 BEDROOM4 TCeihgs Lenyryidopased'Ad 7.0 ft 28.5 ft 13.0 it 10.5 ft Roomdrrersiors 7.0 x 10.5 ft 18.0 x 11.0 ft 120 x 120 ft 11.5 x 120 ft Caxft. Option 9.5 ft I heavoocl 9.5 fti heablood 9.5 ft i teatbod 9.5 ftj heaVad TYPE OF CST HTM Area Load (Btuh) Area Load (BWn) Area Load W) AM Load ( r) E4KOSLFE NO. Htg Clg ft Htg I Clg ft) Htg I Cig Htg Clg ft Htg I CIg 5 Gross a 14B 4.6 21 0 100 124 i0c 5Posed to 12C 2.9 1.9 0 0 0 VA& and c 13C 3.2 12 67 171 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 VVrdansaid a 1C 37.0 0 0 15 554 15 554 1 cr glass doors b 8C 37.0 0 0 0 0 0 0 0 Rea" c 9C 38.7 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 7 V*dans and North 20.4 0 0 1 27 1 27 1 27 II doors NEJNW 39.4 0 0 0 0 0 0 0 cooftg EW 0.0 0 0 0 0 0. 0 0 SFJSW 47.4 0 0 14 648 14 648 Soulh 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Olherdoas a 11A 18.9 127 18 340 229 0 0 0 0 0 0 c 0 0 to 11A 18.9 1127 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 2.1 0 0 0 85 392 175 109 500 223 8E 391 1 opined to 12C 29 1.9 0 0 0 0 0 0 0 0 0 0 0 walk avid c 13C 3.2 1.2 49 154 57 171 539 20D 0 0 0 0 0 P d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 r 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 19B 336 441 144 244 321 13E 234 307 b 0.0 0.0 0 0 0 0 0 0 0 0 0 1 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 272 0 Nola: roorn to 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 pairelar 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 or slab a 0.0 0.0 0 0 D 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 29.31 82 18 528 148 15 440 123 151 440 124 1 440 124 13 Sulootalbss=8+6:+11+12 in 29W 2775 1891 Less a dwd teatirg 0 0 0 0 Less tiar sfer 0 0 0 0 He UM mdstiib &n 0 0 0 0 14 Dud loss 101/1 133 10°/ 300 10 20B 1 189 15 Total loss =13+14 1461 3299 2283 2080 16 Irrt gairw Pecple Q 300 0- 0 0 0 0 0 c"" 0 120D 1 600 0 0 0 0 0 17 Subiot RSH g*#7+8.+12++16 1199 1614 1343 1290 Less extend aoofrg 0 0 0 0 Less tia eb 0 0 0 0 kn CoalingmdsH0 0 0 0 18 Duct gain 10P/ 120 10°/ 161 10 134 1V 1 19 Total RSH gai>=(17+18) PLF 1.00 1319 1:00 1776 1 W 1477 1 OD 1408 D Air required (din) 45 59 101 79 70 66 1 63 Prix btA certified by ACCA to meet all teguirernerft.Of Manual J Th K.. e wraghtscAFt Right -Suite ResldentlalTM 5.5.06 RSR26013 2002-Jul-24 17:30:35 EAFites\ MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 7 RIGHT-J WORKSHEET Enure House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124/02 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 Th Ed Nam dfoom MASTER BATHjMANUALJ: Lenglhda edwal 23.0 ft Room der; 120 x 11.0 ft Ceiings Co-& Option 9.5 ft heaVccd TYPEOF CST HTM Area LoadW) Area Area Area E)WOSURE NQ Htg Clg M Htg Clg Htg Clg Htg Clg Htg CIg 5 Gross a 14B 4.6 2.1 219 B pcwd b 12C 2.9 1.9 0 wails and c 13C 3.2 12 0 partitions d 0.0 0.0 0 e 0.0 0.0. 0 6 Wndwzad a 1C 37.0 16 591 glass doors b BC 37.0 0 0 HeahxJ c 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 0 f 0.0 0 0 7 VVrdins" North 20.4 0 0 ass doors NEM 39.4 16 630 ENV 0.0 0 0 SEISW 47.4 0 South 0.0 0 0 Horz 0.0 0 0 8 00wdws a 11A 18.9 127 0 0 0 b 11A 18.9 127 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 21 M3 933 417 exposed b 12C 29 1.9 0 0 0 v alis and c 13C 3.2 1.2 0 0 0 Witiors 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 2.2 132 224 291 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 27A 25.91 0.0 23 596 0 Note: roan b 0.0 0.0 0 0 0 perarelff 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 floors) f 0.0 0.0 0 0 0 121 Infiltration. a 129.31 82 16 4691 132 13 Subt)d bss=6+8.+11+12 2814 Less exlarral healing 0 Less transfer 0 0 14 Duct loss 101/ 281 o 15 Total loss =13+14 3095 16 Int gars People Q 300 0 0 1200 0 0 17 Stt t RSH ga&7+8.+12+1161473 Less erclerrnal 000frg 0 Less trasfer 0 Coolingredisrbutibn 0 18 Duct gain 10% 147 19 Trial RSH gall=(17+18)'PLF 1 AO 162D123, Airrequired (duo 941 1721 Printout certified by ACCA to meet all reWimmerrls of Manual J 7th Ed. wrsJ;; tt Right -Suite Residential- 5.5.06 RSR26013 2002 Jul-24 17:30:35 EAFiles\ MORRISON 2002\1979 YORKSHIRE\1919 YORKSHIRE.rsr Page 4 z z 3 bath. duct labs= w fanof cap N1 TONE 696RNB C) s8.45 . , s 4 4' bathepo duct Q t% ropp IEx12 aD 12x6 Iwcd 146 NU NE 763RLNB S 12lecd I— d 10xx12 7 652651848 '• 0. 10 8 j 4 Inc I - -- 3' bathduct 7 t%fanof cap 1 x10 roe m NUT NE 696RN s Hx41wc I0x6lecd o i I cu e t1N14 - 5• 65 K I0x10 4 d 165 w IJ. 1 O m Ln I0. 6 Iecd 1040 roe 6' IOx6 Iwcd 100 6• r9 3. 0 TON V/10KV H240V IPH 18x13 plen 4' dryer duct - 24X14 RAD t to roof cap platforn by 9' bldr rnn Li 14" lecdISO p p Ci z Rating r zo Q N J 0.DQfrMusthave a vdnimun clearance of 4 -Inches around the air handler per the State Energy code. All duct has an r=6 insulation value. - m EL J (A 0 0 r TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list If they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. Product Brand Name Company Name Active I00r6dient EPA Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISONUM OCTABORATE HYTETRADRATE 59905,-8 BIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP: BIFENTHRIN. 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: I . BIFENTHRIN 970-3112 BOARD DEFENSE IN-C PE TECHNOLOGIES, INC. DMODIHYDIfiAT UM OCTABORATE TETRA 44757- 20 BORA-CARE .. NISUS CORP. DISOq,I U N1.00TABORATE Tfr rRAHYDRATE 64405-1 CHLORPYRIPHOS PRO TERMITIGIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-1.?2 CONCENTRATE CYREN TC SPECIALITY 11 ERMITICIDE/ INSECTICIDE CONCENTRATE CHEMINOVA i CHLOROPYRIFOS 61706- 10 SYNGENTA CROP PROTECTION, DEMON TC:' INC. I CYPERMETHRIN 10182- 107 DRAGNET SFR F'MC CORP. P RMTHRIN 27&3062. TERMITICIDE/INSECTICIDE I DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY i CHLORPYRIFOS70907- 7-19713 DURSBANTC DOWAGROSCIENCES CHLORPYRIFOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP. SULFLURAMID 279-3196 STATION. LABYRINTH TERMITE BAIT ENSYbTEX. INC: DIFLUgENZURON 68850-2 MARTIN'S PERMETHRIN SFR CONTROL SOLUTIONS, II INC PERMETHRIN 70506-6-53883 TERMITICIDE / JNSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC i CHLORPYRIFOS 70907- 7 PERMASTER 3§ 0 PERMETHRIN LG.CHEMICAL AMERICA, I' INC PERMETHRIN T1532 2.73006 TERMIITICIDEIINSECTICIDE I PRO TERMITICIDE- TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORRNMETHRIN AMENTALPRELUDETERMITICIDE/ INSECTICIDE I SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP I IMIDACLOPRID 3125.455 SOLUBLE PACKETS file://C:\ WINDOWS\Temporary%201nternet%2OFiles\O LK70F3\TERMITICIDES%20REGISTE... 7123/0. r BORA - CARE APPROVALS NES REPORT MIXING DIREUFIONS APPLICATION DIREEcl IONS PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GE DIFLUBENZURON 499.488 223 PREVAIL FT TERMITICIDE. FMC CORP.. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. l I CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDEIINSECTICIDE FMC CORP. CYPERMETHRIN 279=3131 RECRUIT II iI DOW AGROSCIENCES, LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC II DISODIUM OCTABORATE TETRAHYDRATE 5990" SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-W-72113 TALSTAR TERMITICIDEIINSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDEIINSECTICIDE .. FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / INC PERMETHRIN 70506-6 INSECTICIDE UNITED PHOSPHORUS, TERMIDOR 60 WG AVENTIS ENVIRONMENTAL FIPRONIL 432-900 TERMITICIDEIINSECTICIDE SCIENCES USA LP TIM-BOR PROFESSIONAL UNITED STATES.BORAX & CHEMICAL COMPANY DISODIUM OCTABORATE TETRAHYDRATE 1624-39 GROUP, INC CHLORPYRIFOS 56431-1TERMITICIDETICARIZONACHEMICAL TRIBUTE TERMITICIDEIINSECTICIDE AVENTIS ENVIRONMENTAL CYANO CONCENTRATE SCIENCES USA LP 432-767 VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product Is no longer shipped and distributed In the State; however, matarlal In trade channels may be purchased and used according to label directions, Pesticide Product Brands: 34 Ustupdated: 4dt 1, 2002Corripanles: 22 If vnu Nava a nuactinri rpnardina a_ nesticide (termiticide) that is not listed Dlease COmDlete the product information form and submit inquiry to Department of Agriculture & Consumer Services. Termiticiide for New Construction Registration Inauiry Form This page has been accessed; times since March 4th, 2002 I file://C:\WINDOWS\Temporary%201nternet%20Fi I I s\OLK70F3\TERMITICIDES%20REGISTE... 7/23/ OR.•CQN I A PRODUCT OF NIISUS CORPORATION a/oa 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 40.0% DisodiumOctaborateTetrahydrate(Na2B4O,s• 4H2O):........ EPAEst.64405-TN-1 r;• r 6 U.S. .. .0%Patent Nos. 5,104,664 5,460,816INERTINGREDIENTS:..............................................: Density: 11 .51 pounds per gallon 5,645,828 6,428,095 KEEP OUT OF REACH OF CHILDREN I CAUTION PRECAUTIONARY STATEMENTS Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or Hazards To Humans & Domestic Animals thoroughly cleaned before using. After treatment In food processing CAUTION: Harmful If absorbed through skin. Avoid contact with skin, plants, thoroughly wash all equipment, benches, shelving, etc. where eyes or clothing. Wash thoroughly with soap and water after handling. • exposed food will be handled, with an effective cleaning compound and rinse with potable water. Statement of Practical Treatment When spraying overhead Interior areas of homes, apartment buildings, fresh Apply respiration if etc., cover or protect all surfaces below the area being sprayed withwIfInhaled: Remove victim to air. artificial Indicated. Contact a physician if warranted. If In Eyes: Flush with Plastic sheeting or other material which can be disposed of if plenty of water. Get medical attention if irritation persists. If On Skin: contamination from dripping occurs. Do not apply in food serving areas while food is exposed. Wash with plenty of soap and water. Get medical attention. I Y BORA-CARE® is NOT a soil termiticide and should not be used directly IN CASE OF A MEDICAL EMERGENCY involving this productto treat the soil. call ( 800) 424-9300 or your local Poison Control Center. I STORAGE AND DISPOSAL Environmental Hazards Do not contaminate water, food or feed by storage or disposal. BORA- CARE® solutions carelessly spilled or applied to cropland or PESTICIDE STORAGE: Store in a dry place. Do not store where growing plants including trees and shrubs may kill or seriously retard children or animals may gain access. Do not freeze, plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate PESTICIDE DISPOSAL: Do not contaminate water when disposing of water when disposing of equipment washwat ere. equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. DIRECTIONS FOR USE CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for a of Federal law to use this product in a manner; i recycling or reconditioning, or puncture and dispose of in a sanitary ItisaviolationofInconsistent wilabeling. landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. NOTICE ! CLEANUP: Use soap and water to clean up tools. Read and understand the entire label before using. Use only according' to label dirQctions. Before buying or using this product, read "WARRANTY LIMITATIONS SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long AND DISCLAIMER" statement found elsewhere on this label. If terms pants, socks, shoes, chemical -resistant gloves, and protective eyewear. are unacceptable, return unopened package to seller for full refund When applying BORA-CARE® in confined spaces, it is recommended of purchase price. Otherwise, use by the buyer or any other user that ventilation or an exhaust system be provided. If this is Impractical, constitutes acceptance of the terms under WARRANTY LIMITATIONS the use of a NIOSH approved respirator with an organic -vapor removing s AND DISCLAIMER. i cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval BORA-CARE® should be applied only to bare wood, plywood, particle prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), ore NIOSH approved respirator with an organic board andothercellulosicmaterialswhereanIntactwaterrepellentbarriersuch as pant, stain, or a sealer is not present. 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 The use of this product in food processing establishments should.' or absorbed with appropriate materials. (Refer to the BORA-CARE® be confined to time periods when the plant is not in operation., Material Safety Data Sheet for additional health and safety information.) 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (w.n 264orp.c wvvvvnisuscorp.comV MIXING INSTRUCTIONS BORA-CARE® Is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller a type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix In a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly In a spray tank can block hoses and nozzles. B.. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow. to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 6:1 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. 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, Ij Roller Subterranean and Formosan 1:1 or 2:1 ifoti foam gmay beuedilutionTermites Drywood Termites 1:1 or 2:1 Anobiid and 1-011d 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost 8ee0e8 treating hardwood floors. Logs require a 1:1 ratio. All other beetle species Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Wood members 2 rthick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray., Decay . ungl For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungl 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 Z I. GENERAL INFORMATION BORA-CARP Is an Innovative termiticide, insecticide and fungicide that eliminates existing Infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptoterrhes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostdchidae_ . Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerafnbycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidas Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on ail cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatlnenttbarriertermiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring In termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent. Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control Since BORA-CARE® is applied directly to the wood, It can be used in areas where environmental contamination Is of concern (nearby wells, cisterns, etc.). The active ingredient In BORA-CARE° Is an Inorganic. salt and once in place, It will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material Is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already . present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV.. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CARE® solution Into beetle holes, termite and carpenter ant. galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all Infested and susceptible wood, paying particular attention to Infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the Infestation is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the Infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent Intact wood may be treated by pressure Injecting BORA-CARE® Into holes drilled Into the wood at eight (8) to ten (10) Inch Intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating Infested wall voids, refer to Sections IV. E. and F. B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all Infested and susceptible wood surfaces Including sill plates, piers, girders, subfloors, floor joists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feet of wood surface area). Apply foamed BORA-CARE® to void spaces at a 1:26 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 polylsocyanurate and C. Buildings on slabs may be treated by applying BORA-CARE* extruded polystyrene, have closed cell structures which do not allow solution Into wail voids by locating each stud and drilling a small hole . significant penetration from surface application. These types of foam through the wall covering to gain access to the Infested area. Drill i should be Injected, as well as surface sprayed, to achieve proper control holes adjacent to the side of each stud every 18-24 Inches along its or prevention of infestations. 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 V. PREVENTATIVE AND/OR PRETREATMENT FOR single stud bays In order to Include the infested area completely within WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, the treatment.zone. FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BED. 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 waterto 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 light sanding may be necessary before applying a new finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface. is tacky or residue is evident after 72 hours of drying' time, wash affected area with clean water and a mop, cloth or sponge,' rinsing frequently. Allow surface to dry prior to final JW sanding and application of finish coat. E. For treating voids, wall studs and wood members note 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. I NOTE: Existing insulation may interferewith 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 file void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood. ET LES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is In place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE* 1: 1) solution to all wood surfaces to the point of wetness. Concentrate application In areas susceptible to attack, to Include all sills, plates, floor joists, piers, girders and subfloors. Treat wood In all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access Is limited to one (1) or two (2) sides of a wood. member, apply two (2) coats. of BORA-CARE* solution to the exposed . surfaces. Wait at least 20 minutes between applications. . Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections Vill and IX for complete exterior application information). 3 VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the constructlon process, however it is best performed when greatest access to all wood members Is available. Normally this Is at the "dried -in" stage of construction when all structural wood and sheathing is In place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one.(1) gallon water to one (1) gallon BORA-CARE®(1:1) solution to point of wetness In a 24-Inch wide uninterrupted band to all wood surfaces In crawl spaces and basements, to Include all sills, plates, floor joists, 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 least20 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. VI1. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five. (6) gallons water to one (1) gallon BORA-CARE® (5:1) solution to all wood surfaces to the point of wetness using a brush, spray of mist. Wait at least 20 minutes between applications. I TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH S 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 BpRA-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. I F r wood In contact with the ground or soil, see Section XI. I. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a waterresistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It Is Important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. i IVX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK i 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 ORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer to. application chart for minimum amount of DORA-CARE® to treat various size logs or beams. pically, two (2) coats of solution will be required to treat round logs i' or greater in diameter and rectangular logs larger than 6' x 12'. ait at least one (1) hour between applications. Two (2) coats of RA -CARE® solution should also be applied to log ends, notches, imers and sill logs. Actual number of coats necessary to meet the nimum requirements will depend upon actual wood size, surface irosity and number of sides accessible for treatment. Do not apply rain or snow. Exterior wood surfaces should not be exposed to rain snow for at least 48 hours after treatment. If Inclement weather is pected, 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 ORA-CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six f) weeks of treatment. It is Important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective t pcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. I n X. DIP TREATING LOGS AND LUMBER XII1- WARRANTY LIMITATIONS AND DISCLAIMER s 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 HATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to Inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6. 2 x 6 400 2.6 2x8 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 1.2.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may Impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or Insect infestation Is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any Injury or damage suffered byreasonoftheuseofthisproductforapurposenotIndicatedbythe label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not Intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, If necessary, from the owner, following Investigation by the user. BORA-CARE® and JECTA® , are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1:1 or 2:1 dilution ratio) 1 Gallon of Diluted. Minimum Amount of Thickness BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Square Feet 1./4 1,600 .Square Feet 0.6 Gallons 3/8 1,067 to 1/2, 800 1.2 3/4 533 1.8 1 400 2.6 TABLE C. Round Logs 1:1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARE® Diluted BORA-CARE®to Inches) Will Treat Up To: Treat 1000 Llneal.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 Irate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. i L. 100 Nisus Drive Rockfdrd. TN 37853 National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone! 703/931-2187 Fax: 703/831-6505AAwebsite: www.nateval.org NATIONAL EVALUATION REPORT.,1 Copyright © 2001, National Evaluation Service, Inc. DE,, INSECTICIDE AND 9 FUNGICIDE NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37853 800-264-0870 nisus Xpleuscorp.com www.nisuscorp.corn 1.0 SUBJECT BORA--CARE® Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA CARE is a Federal EPA registered j 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 glycolsto 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. BORACARE 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. 1 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. IN 17kMATIONAL CODE COUNCIL Report No. NER-617. Issued October 1, 2001 The instructions within this report govern if there are any conflicts between the manufacturer's published installation instructions and this report.. . 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. BORACARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access Is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electrical. wiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE Is water soluble, .treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such es shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report Is limited to the specific product and data and test reports submitted by the applicant in its application riequesting this re ort. No independenttestswerepertonnedbytheNationalEvaluationService, Inc. (NES), and NES specifically does not make any warranty, either expressedorImplied, as to any finding or other matter In this report or as to any product covered by this report This disclaimer includes, but is notIimitedto, merchantability. This report is also subject to the 1 mitatton listed herein. Page 1 of 2 We2of2 b.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. 6.3 6A 6.5 6.6 6.7 EVIDENCE SUBMITTED Manufacturer's descriptive literature, specifications, and. installation instructions. 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. 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 Tok&o and Nan-Yao Su.. Test report; January 1997 Progress Report, 57 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. 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. 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.. 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 BORP . CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement; the 1 BOCA National Building Code/1999, the 1999 Standard Building, Code©,. the 1997 Uniform Building CodeTM, and the 1998J International One- and Two- Family Dwelling Code subject to the following conditions: Report No. NER-Gal 7 ` 7.1 This Evaluation Report and th.e manufacturer's published Installation instructions, when required by the code official, shall be submitted at the time of permit application. 712. 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. 7.4 BORA CARE was evaluated only for. resistance to subterranean termites. 7.6 . BORA-CARE is water soluble and shall be protected as noted in Section 4.3 above. 7.7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. 78 This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. u ONE BY WOOD BUCK BY OTHERSCAULKBETWEENWINDOW FLANGE 4. WOOD BUCK 1CONCRIETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAULK / BY OTHERS PE WINDOOWW FRAME READER WINDOWHEIGHT FLANGE TYPE VANDOW FRAME SILL PERIMETER CAULKBYOTHERS ONE BY WOOD IAC. NTRl1L LLORML S•O•Ly4 SHIM AS R= BUCK BY OTHERS SEE NOTES) - NSTALLATIOM ANCHOR 3/W DU.- TAPCpt BDIX WIDTH 1/4• SHIM EMi6/4ED•11E1 1T SHIM SHIM AS S) SEE NOTES) p ry.a y, y. j Q U=•AC URER NA-J . t r',VER,aL AL V rT f Al V M SHOWN FLATI(f TYPE SPACE .MAIL f v, MASTER CAULK BETWEEN FRAME i' 1Lr..+ b• ' i i I i I ii . tNWHERE MATf7t IiESIS'TANCE TEST RED<11REMENT OF 15x OF DESIGN LOAD APPUES. POSITIVE OMON H LDA05 WOl eE LNWTED TO 40.0 PSF DUE TO WATER TEST PRESSURE IX 9.0 PSF ACHIEVED N TESL 2) NSTALLAllo* FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/16. OM. TAPCON ANCHORSOFSUFFICIENTL.DiM TO PR049S MOL 1-1/4• EMBEOW ERR INTO SUBSTRATE AT LOCATIONS 3j) SEY OIX.ENATLONFOR KEY TO TAPCOSUFFICIENTN LOCATONEL CA LX BETWEEN WINDOW. FIANCE ,1 AtL CRAM OTHER FACTORY APPLIED N3TALUTIIOON HOLES. 3/ 4' MN. E EpIENT INTO W000 BUIX AT x PRECAST SILL WITH VULIIEII E L AT1 0 N 5) W EXACT WANIDOW an IS NOT USTW N ANCHOR C1ART. USE ANCHOR OWIN;DY LISTED wTH NEXT PRECASR SILL. - ttd ADHEsvE cAUuc OR .. BY OTHERS 'APPROVED EQUAL LARGER 97E, FOR 714E APPROR6AlE DESIGN PRESSURE RIDTL . SECTION 1 VIEWED FROM EXTERIOR t) SHIM AS REO'0. AT EACH INSTNDT UM ANCHOR WIHEARINGLLAX. NG SHIM ALLOWABLESIWHSTACK TO BE 1/4•. _ - WINDOW FRAME MATVW-- ALUMINUM ALLDY SOS& ,WI t, Ered>f Rd• t:m,aem. II 75m9 •PD. Ba III=.SAM u T961 3) USE LAM CAULK BEHIND WINDOW FLANGE AT HEAD A[ .MMRS. SSL.MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM IIS ACHESNE G1 _4 OR APPROVED EOLKL p4Aw10 °0w 4) APPUGTION OF VUM IIS ADHESIVE CA". AT FRAME SILL MLLST cOMPI.Y WITH SE4ANT - ASSEMBLY DRAWING Tl MNEUFACIURWS RECOMM[:NOATION6. SERIES1440/1540 ML SINGLE HUNG YANDU 5) USE LATEX CAULK FOR PBOMETER SEAL AROUND DaERIOR OF WINDOW FLANGE. wA4N 1rc a44F "''IM 5) CLASS MCKNESS MAY VARY PER THE REOUIREMEMS t>F ASTY E1300 CUSS CHARTS WOOF) BUICK'Tk Q CONCRETE MASONRY OPENING JAMB_ OR MASONRY BY 01HERS OPENNG BY 0iHERS 6 INsrALunpN t/A; PCON SHOWN P& RCTEt'OAUUC4 BY OTHERS CAULK BETWEEN WOW BUCK 61 WINDOW W10TH MAS'Y OPENING 1/4• SHIJ BY OTHERS SPACE MAX. fl6 CAULK WnVET N EXTERIOR MNOOW/ FLAN FINISH WOm BUCK BY OTHERS SECTI ON..2 WINDOW WTH.' B C FA. BUCK D EHEIGHT K 2 SILLSTOGX. . BY OTHERS f - WINDDW ' HGT. F G . COMPARATIVE ANALYST AT1ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR. SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WmTN/HOGTT EXTERIOR NTMOFf HEAD JA&mS12 13 is It 1/ A X353/A 75 76 B FA FA ti+4 iGi/ ni X 5 8FA i. 5544 52 32 B 14+5 15 19 t/AX 55 AAA 19 1/9 X 63 45 45 D F,0 F 16 t9 tx 77 40 40 5 1113 2 Xfr 26 1/ 2 X 36 AA 51' . Si 6 F 761n:X.5 n 42 42 B 111H44F4 X 55 AA41 41 FA 8 FA I N4+ 5 261/2 20 X 63 4040 B INS 9 to x 4O40 F 30 1/2 x 26 56 56 44 B F FIG3= 30 1/2 x 311 3/HF 44 40 B 3OX4 3OX4+ 4 30 1/2 X 50 SA 30 1/2 X 54 SA 40 40 3OX4+5 30 1/2 x 55 MA 40 8 B .CHI F.AG 30X5 30 IAx 93 40 40 6 37 X 353A 40 40 8 F'G 24 2444 L 37 xSO SAA 37 X 54 Aq 40 40 40 B 225 37 X 4 40 40 B B fFF.1U 452663 37 X 72 48126 400 40 4Q B. FG FA 40 8 4 X5544 4400 40 5 fFaiJ 4e 454+5 445SA 46 X 55 4A 40 40 6 B FAJU F.C.1HJ 4553 45 X 53 40 4B X A/A 45 45 40 B F 33 53In 40 40 9 F 34 531/• X 50 AA GA 40 4400 B 34443445 53 1^ x 55GA 83 i/A X 55 40 40 B. FAW FAN. X 3 40 40BB. F 39 s3 , x72 72 4D 40, SINGLE GIASNNG 6 SHOW71. NSUUTNG GRASS 15 AM OWUFIM .1 .. 7) GENERAL ALUWONU1f5 ,440 SERIES SINGLE HUNG 5 SHOWN. THIS PRINT ALSO APPL93 TO mat w1c ( °•O •"WA THE I54o MWLATRO GLASS SINGLE HUNG SERIES. QZ l/-dZ DATE ata 11L'1t9W - ar E12I _ 10/26/01 v G —C PREPoVWD AT. M,OBIICI 1EC111RAO,• CORM, 250 N11RNH•„ ONWL M. SHIRE 2= W£ION,OR. FU l" 32744 WOE 4M 505-OM FAX 4M F 1 CAULK BETWEEN WOOD - SUCK A MASONRY OPENING BY OTHERS Ord By WOODBUCKBYOTHERS CAULK BETWEEN -•• WINDOW FLANGE t WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLA2IMG WNDLIIWHEIGHT EXTERIOR INSTALLATION ANCHOR 3/16- DM, TAPCON CONCRETE ORONMASONRYOPENING By OTHERS SrIIM AS RE0.0. SEE NOTES) MIN. EMBEDMENT r 1/4- MAX. i SHIM. SPACE FLANGE TYPE WINDOW FRAME HEADER FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK / BY OTHERS BUCKHEIGHT BUCK WIDTH 1/4• MAX. S41U SPACE SHI1 AS REOfl 1_7 JINCGMPARATI1rE ANALYSIS ac TAPCON ANCHOR LOCATION CHART SEE NOTES) f• EMBEDMENT WINDOW DESIGN PRESSURE TAPCOH ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS ANGE TYPE EXTERIOR INTERIOR _ HEAD -4AMB5 vDOW FRAME CAULN BETWEEN WIDtN/NE104T O.Ef.G MB 4 d MW OPENING 12 x 6D 40 55 - C D.E J2. X 72 40 C HJ BY OTHERS 76 X 3fi 40 106 A9 NJ f 24 % 16 40 69 All FA 24 x 24 40 55 A.B F.F. INSTALLATION ANCHOR 24 % 30 40 - 1G AJ3 F.0 3/16' pA. TAPCON 2! x 3fi 40 AP O.Ef.G d 24 X 48 40 .40 A.B D.E F.G 24 k fi0 40 i0 pg D.E.F.. - ONE .B7 WOOD 24. x 72 . 40 - 40 A.B D.EI.G EXTERIOR BUCK BY OTHERS }2 % 48 - W 40a0 A•B O.Ef.G 36 X 24 40 a0 AA D.EF.G 36 % B 40 A,B D.EF.G CAULK BETWEEN 36 x 72 40 s0 AS D.EF.G PERIMETER CAULK WOOD BUCK 4B x 24 s0 G A.B OJ:.F.G B7 OTHERS afi x 60 40 40 /A.,aB D fp G . i WINDOW WIDTH CONCREtE 64 X 24 40 i0 _ AM FA OR MASONRY 72 x 35 40 A.B O.EF.G OPENING 72 x 60 40 40 BY OTHERS 73-x tfi 40 . SECTION 2 3TUCCID BY OTHERS cEAT+iYS2 A.T_ FLORMA B.O,A.F• WINDOW a.u:+ d A UA+Cmi7i L D NAME: WTH. i fJrt lCl, ai Ji 4'11Alo mi NuH E.HERA ! SER&-hML MA j A # '1 A C d f) SHIN AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARx4G SHIM. MAIL ALLOWABLE SHIM STACK TO BE 1/4-. D E - 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY Fi063. USE -THE LATEX CAULKWRTH W KE INO ADHESIVE CAULK OR APPROVED EDUAL WFLANGEATHEAD - ATTACHED TO 11 4) APPLICATION OF VUuUM 116 ADHESIVE CAULK AT FRAME Su MUST COMPLY TRTFI SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CA" FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS• IN T) WHERE WATER RESISTANCE TEST LOADS WILL BE LIMITED 0 /O.D SF DUEM TOWATER TEST RES?URE OF APPLIES. ENTOr15% OF DESIGN LOAD .PSF PACIOEVED IN tEST. B) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING NI NTOTO. SU HGT.•• TAPCON ANCHORS OF SUFFICIENT -LENGTH. TO PROVIDE MIN. 1-1/4-EMBEDMENINTO H SHOWNON CHART. MARBLE SILL STOOL BY OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE BY OTHERS 6' PRECAST SELL "IN WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION 1 AT LOCATIONS 9) SEE ELEVATION FOR KEY TO TAKEN LOCATIONS INTO WOOD BUCK 10) INSTALL #B SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4' MAR. EMBEDMENT AT ALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HCIES ARE ROT PRESENT. I SCREWSSHOULDBEPLACIDATMAX. 6' FROM 00RNER5 Q'MAx. 24- O.G 11) 11f%ACT WIND" SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITr USTEp WITH NEXT LARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOA. 12) GENERAL1450SERIESPICTUREWINDOWISSHOWN" IRIS .PRINT ALSO APPUES TC. IRE 155G SEPOES. F G 1 .. ELEVATION VIEWED FROM EXTERIORIDDI W. Caner P6.•• T: 75006•FD BIX n.r. Ic 1t3w11n INSTALLATION. C•ETAIL SERIES T450/ T550 FLaNGE PIN nAW. n - o.I. I. scAML It ClBtM pAliCKEN DATE SYM REWSION eY ECN _ - I. 'I I /0 D GEM IC A 7 Gk 3 SHEATHING - BETWEEN FIN B MSTALATION ANCHOR SCREW SHOWN (TYP.) . j NlT k;cTuRE N ,• 1g_. Y..LL By OTHERS - -.-. CAULKSHEATING _- - SHIM AS REO'D. _ 2. X. WOOD_ 1'S SEE NOTES) _ _.. BY OTHERS EWTSHA71ON ANCHOROWN (TYPIJ IB EMBEDMENTFW TYPE CAUL` 'ETWEEN WINDOW FRAME SHEA k FIN JAMB BY O.—RS - it T Y.LT+ 'Ji EXTERIOR 2.X WOOD FINISH - BY OTHERS BY OTHERS PERIMETER CAULK T' MN. . BY OTHERS EMBEDMENT FM TYPE WINDOW SHIM AS REO'D. FRAME HEADER (SEE NOTES) y1EATMNG BY OTHERS WINDOW WIDTH EXTERIOR FMISR BY OTHERS E% TERI EXT RIOR . PERIMETER CAULK BY OTHERS WINDOW - SECTION-2 HEIGHT J" JWTH.- I . ANCHOR (TYP.) 0' FIN TYPEWINDOW SILL STOOL 02FRAME SILLBYOTHERS - EQUALLY SPACE WINDANCHORS ( TYP.) HG0PERIMETER CAULKBY OTHERS - S IM AS REO'D.. O o O 6• MAX. (TYP.) SEE NOTES) B SCREW IN57M.ATON 2 X WOOD - ANCHOR SHOWN BY OTHERS . 6 MAX. (TYP.) TYP.) CAULK- BETWEEN WINDOW FIN k ELEVATION EXTERIOR SHEATHING - FINISH I MIN BY OTHEMDMENT VIEWED FROM EXTERIOR • _ ERS BE - SHEAAaNG SECTION 1 - BY OTHERS COMPARATIVE ANALYSIS k ANCHOR CHART I N0. of / B SCREWS N0. OF 0.090 pIA. NA45 WINDOW DESIGN PRESSUREFRAMEREOD. IN FRAME SIZE (INCHES) CAPACITY N PSF REO'D. N WIDTH/HEIGHT EXTERIOR INTERIOR HEAD S61 II -EA. JAMB HEAD SILL O EA. JAMB 109 1 W 2 2 2 2 2 3 16 1 4016X50 B3 63 B3 632 23 2 20 1 0 66 2 2 2 2 2 2 4 4 20 X 40737373 2 2 2 4 20 % 50 59 59 46 2 20 1 604B226X 30 5 52 57 522, 23 2 3 2B X 40 26 x 50 46. 46 2 2 3 2 2 4 4 30 % 3052 52 2 . 2 2 2 2 3 2 2 2 330 X 40 - 49 A3 49 - 432. 23 2 2 30 x 50 0 1 4 4 2 2 2 2 4 0X30 41 40 41 23. 3 3 38 X 50 40 0 3 3 3 4 5in X60 40 4 3 ] 3 40 1 30 40 40 2 3 3 3 3. 3 3 40 X 40 40 40 3 3 3 3 s 40 X 50 4D 4 40 43 S 4 1). SHIM AS REOD. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) vrINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. . 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. 4) USE LATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE. 5) GLASS THICKNESSMAYVARYPERTHEREDWREMENTSOFASTME1300GLASSCHARTS- SINGLE CLA2,mG IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 6) WHERE WATERRESW"CE TEST RroLWEMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DE90H LOADS WILL BELIMITEDTO40.0 PSF DUE TO WATER. TEST PRESSURE OF 6.D PSF ACHIEVED N TEST. 7)tNtIALLAON: FIN FRAME WINDOW IN - FRAME OPENING WIN 'TWO By WOOD STUO'- USING 0.090 IN. p NAILS ORto SCREWS OrOF FFIOENT LENGTH TO PROVIDE WIN. I" EMBEOMENTT INTO SUBSTRATE. ANCHOR OUANTITY LISTED WITH B) IF EXACT WINDOWSIZEISNOTLISTEDINANCHORCHART. USE NEXT LARGER SIZE. 9) ERALINSULATINGA GLASS SINGLE HUNG SERIES.SINGLE HUNG IS SHOWN. THIS PRINT ALSO -APPLIES TD THE 1940 1001 TL G-by IbL• Cn am, TX 751M•PSI. BW 819OU-0010L 1E a DE.W /IO ASSEMBLY DRAINING SERIES, 11- 40/1940 TDL SNGLF HUNG WINO* N PI CwW PI Y 0o N/A r-_ G'4 1' MIN WINDOW WIDTH' 1 1/4' HASSHIMM SHEATHING BY OTHERS. .. EMBEDMENT D_- BY OTHERS SHIN -AS -REDD _ _ _ SHIN IF BrXOTtR9_ ANCHORCMP,n., "I ANALYSIS & CHART CAULK BEHIND FIN 48 INS FIN TYPE VINDDV FRAME J.HB WINDOW DESIGN PRESSUREDESIGNE NO. PS SCREWS NO, OF U99 DIA NAILS REOUIRED IN rRAHE EXTERIOR ANCHOR SCREW SIZE PSF REQUIRED IN FRAME FINISHBYOTHERS 1 MIN WID7M/HEICA( INCHES) EXTERIOR IMtER)OR HEAD L SILL ! EA JAMB HEAD L SILL ! EA JAMB SHIM AS REO.O GLAZINGSEEwptEil - EMBEDMEHR 20 . 30 40 AO 2 2 2 2 PERIMETER CAULK 20 X 40 40 40 2. 3 2 3 BY OTHERS 2D z SO AO 40 2 t/4• MAX. SHIM SRACE 30 a >D 3D . 40 44040 44040 2 3 3 2 30 x 50 40 40 2 2 4 240 2 40 X 40 40 4040 3 3 3 3 3 4 3EXTERIOR40,X SD 4e 40 3 3 S 3411z4 a0 440 2 44 3 PERIMETER. CAULK SD x 40 40 4040 3 3 4. SBYOTHERSS0 . SO 404B 4D 3 4 FIN TYPEVINDOWFRAME xB INSTALLATION SO x 60 MEADCR' ANCHOR SCREW EXTERIORFINISX CAULK BEHIND FIN BYOTHERS FL®A B. ®.F. CE g RALCENTRAL SECTION 2 BY OTHER MANUFACTURERnrOTHERS NAMF.i. rLaZINc CEII ER SL 4i rlr/N.Ur1 6EE NOTES) WINDOW WL 7H MASTER FnX EXTERIOR WINDOWHEIGHT ffRE WATER RESISTANCE TEST REOUIREMENT (IF 15% Or DESIGN LOAD APPLIES. TCSTlFPOSITIVEDESIGNLOASV1LLBELIMITEDTO40.0 PSF DUE TO WATER e PRESSURE O< 6D PSF ACHIEVED IN TEST. 2) INSTALLATION, FIN FRAME WINDOW IN VDQD FRANC OPENING WITH I' M WMENO' SUFFICIENT LENGTH TO PROVIDE Hull 1' CNHEOHEMI - 2Y OL STUDS USING AS SCREWS INTO SUBSTRATE OR OD" IN DIAL NAILS. IN ANCHOR CHART. USE QUANT"T USTCOMax. (T YPJ 3) IF EXACT WINDOW SIZE IS NOT LISTED 2 WITH l2%T LARG R SIZL 4I SHTN M IEO'0. ADJACENT TO EACH INSTALLATION AI4CH(pa WITH LOAD BEARINiG SHIM e EDUALCT SPACE SHIN STACK TO HE 1/4'. MAX ALL FRAME FRAME MATERIn4 ALINVEW ALLOT MOANWINDOWANCHORSCT7P) S) WINDOW61USELATCX CAIAX nEH1Hm WINDOW FIN AT NEAR. SILL T JAMBS• SCAT AROUND EXTERIOR O' WINDOW FLANGE• HEIGHT 7) USE LATECAULK FOR PERIMETERPER REDUIREMEMTS OF ASTM E11IriCI GLASS CHARTS. FIN TYPE viNDISV SILL STWL o o B) GLASS THICKNESS MAT VARYISSHOWN. !N$IA,AT LNG GLASS LSE) HSHO N, ALSOIRFRANCSILL By OTHERS SINGLE GLAZING TAn..N)MS II00 SCRIES PICTURE WINDOW IS SHOWN, THIS PRINTGENERALAPPLIESTOIgoeSERIESPICTUREWINDOW. SHIN'AS REIM 6' MAX. CTYP) 6' MAX. (TYP) TER CAULK OTHERSBYOTHERS SHIN SPACE ELEVATION VIEWED FROM EY.TERIORBINSTALLATIOR u CmM1eiL TX TS006•Pd. Hm E19022•Dies, Tt 7EXTERIORANCHORSCREWf001H. El r1NISHBYOTHERS IMvlw nsal.r)0- INSTALLATION DETAIL. 2 x WOOD SERIES IIOO/1900 FTN PV CAULK BEHIND FIN BY OTHERS EMBEDMENT 1 N/ABB w:t 4uc. w[IH SHEATHING 8T OTHERS Crs—O— SECTION 1 pAtr i.MIIREWtsteM teal BY -ECM _ - 03/OS/02 B GEN0022 I A. ). y By ,OTHERS CAULK BETWEEN WINDOW FLANGE L WOOD SUCK CONCRETE OR MASONRY OPENING BY OTHERS 1 EXTERIOR FINISH — NY OTHERS PCRIrETER CAULK - I BY OTHERS I FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR 1 HEIGHT 1. FLANGE TYPE — WINDOW FRANC SLLL PERIMETER CAULK BY OTHERS ONE By WOOD - 1/4' MAL S SICK IT OTHERS m vulm SKIN SPACE 1) SHIM AS REOT). AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHY. HAS. 1-1/a• ION. ALLOWABLE SNIT STACK TO BE I/A. SHIM AS CS)REOEMBEDMENT r INS, ALLATION ANCHOR 3) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063. (SEC NOTES) 3/ 16' DIA 7APCDN 3) USE LATEX.CAULK BEHOO WINDOW FLANGE AT MEAD. SLL @ JAMBS. rL-NGE TYPE CAULK BETWEEN a) USE IATEx CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE. WINDOW FRAME WOOD DUCK L SHIN AS REO'D 5) GLASS THICKNESS MAY VARY PER THE REOUiREMENTS OF AS7M E13M GLASS CHARTS. JAMB MAST OPENING r ( SEE NOTCS) LI DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION IS LIMITED tC .0D PSF. - Q BY OTHERS 7) FOt INSIALLATOON OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING. USE 3/! f' DIA. TAACOM TYPE ANCHORS OF SUFFICIENt LCNGTM TO PROVIDE •IN I-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS W MAX. FROM CORNERS 1 21' O.E. MAX. Q BET VEEN MIN BI BUILD DOWN. AROUND CIIRWED PORTION or. WINDOW FRAME TO BE ENGINCRED By OtIERi. , d BUILD DOVM HOST BE OF SLfrlctckT STRENGTH TO ADE LATELY TRANSFER LOAD FROM Q EMBEDMENT WINDOW TO THE STRUCTURE. INSTALLATION ANCHOR 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LII11T USE OF THIS SEE 3/ 16' DIA TAPC01 H t/ a' MAt - PRODUCT TO THESE TWO CDN6IGURATIONS. THIS SHEET APPLIES TO ALL CONNIGURATIONS SCE NINES) SHIN SPACE TMAT CAN BE MANUFACTURED FROM THE 1456/155D SERIES DESIGNER rycED WINDDV FRAMING SYSTCK _ 016 BY WOOD PERIMETER CAULK BUD( By OTHERS CENTRAL FLOREPA B.O.a F, • By OTHERS . 7L( 7 TT /BT B CC? X. r CAULK BETWEEN' 1TLlil\ US AVJ1 ULiGW N1: - EXTERIOR FINISH WWOOD WOOD G' ENE R +T p i . rlhll /nV vwDDw VIDTH CONCRETE DR 1T AS 1 B:AiI Y' MIE #. d(H MASONRY OPEKING SECTION 2 BY OTHERS DAM Oh. - fCE IOICS) BUOt HEIGHTSHIM AS READ SEE NOICS) OHE by WOOD 1/ 1• NAx SHIN SPACE c a IITOTHE TTHISN G G BY OTHERS CAULK BET VEEN WINDOW EMBED MK FLANGE L WOOD BUCK EMBEDMENT COMCRE7C OR INSTALLATION ANCHOR msDratY OPENING 3/16• DIA. TAPCDM BT OTHERS CAULK BETWEEN WOOD BUCK L NASONRT OPENING BY OTKERS SECTION I t WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR n 7 7--rX WINDOW WINDOW HEIGHT HEIGHT j 2 1 1 2 7mm ELEVATION VIEWED FROM EXTERIOR 1 y mal TT. Cm&by bi- Cmdwm u 75006 • PJ. an Bison • D18m. 1X 75381 PAWN QS"'- INSTALLATIONDRAWING ONE BY BUCK SERIES 1450/1559 DESIGNER PICTURE WINDOW V. a cRu n TCAIc BB N/a* BY) C P,4...QII 1 BY ET3N _ 3/20/D2 B I GEN-DD25 C . 1/4' MAX. SHM SPACE op 1N) DESIGN PRESSURE CAPACITY OF MNDOW Q INSTALLATION IS 40.0 PSF. SNM AS REO'D. AMING BY O _ 2) INSTALLATION OF FIN FRAME -WINDOW IN WOOD. FRAME OPENING-YATX- TWO c TWO BY FRiHERSBYWOODSTUDS. USING O.C99M!DIA NAILS. PLACE .099 MAILS 6- FROMBUILDDOWNCORNERSMAX. ! L' O.C. MAX. BETWEEN. FIN TYPE BT OTHERS 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH FRAME .IAMBTWOBTHOODSTUDSUSINGiBSCREWSOFSUFFICIENTLENGTHTOi' PROVIDE MIN. I IN. EMBEDMENT MID SUBSTRATE. PLSCE SCREWS 6' MAX. BEDMENT FROM CORNERS AI 24 -O C MAX. BETWEEN4) SHIM AS REO•D. ADaACENT TO EACH INSTALLATION ANCHOR WITH LOAD SHEATHING Y WN BEARING SHIM. MAX. ALLOWABLE SHIN STACK TO BE1/4. FB INSTALLATION S) WINDOW FRAME MATERIAL: ALWwUM ALLOY ISM.EMBEDMENT - ANCHOR SCREW (TYP.) 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS- 91EATR+G 7) USE LATEX CAM :OR PERUMR SEAAbAROUNO EXTERIOR OF -BY OTHERS CAt" BEHIND FIN WINDOW FLANGE. -B) GLASS THICKNESS MAY VARY PER THE REOUIRELIENTS OF ASTM E1300 BEHIND FM SNM AS REOV. CLASS CHARTS. RAZING (TYP.)EXTFINOR F4ISN SEE NOTES .. 0) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BENT SEE NOTES BY OTHERS - - STRENGENGINETH TO ADEOUATELBY OTHERS.Y TRAANSFLDD ER LOAD F MUSTOMWINDOW TO HE10R FINISH Br OTI7tlK i- pr MAY. STRUCTUREr 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT 6 NOT NRENOED TO CERMETERSNWI =ACE LIMIT USE OF THIS PRODUCT TO THESE Two CONFIGURATIONS. THIS EXLATION Br OTHERS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED CREW (TYP•) AULK FROM THE TIOO/1900 SERIES DESIGNER FIXED PICTURE WINDOW WINDOW FRAMING SYSTEM. gG ( gypT As gg Ba T W • WIDTHRAT•_Z*yrlJMA D.OA21A7C4 - T r}jjQ a yg. By OTHERS FIN TYPE - MEJr AC1 V+A . NAME: r, f FRAMEMEATIER' SECTION 101t' 1LM71 t+il M "MOM KDTM WINDOW WIDTH j. GLAZING (TYP.) FxTERtOR WINDOW 3 SEE NOTES HEIGHT- O O 0 O 0 p 0 0 O 0 p. p . 0 0 WIHDOM i WINDOW O. _ O 9 HEIGHT O i " EIGHTo 2 1 FINTYPE0 . FRAME sLL o 0 0 0 0 0 0 I/ 4. MAIL - - SHIN- SPACE PERIMETER CAULK 1 BY OTHERS } ' is STALL SHIN AS REDV. ELEVATION IONELEVATION ANCHOR SCREW (TYP.) SEE NOTES VIEWED FROM EXTERIOR EXTERIOR FMISM VIEWED FROM EXTERIOR BY OTHERS I 1' OIL 2 X FRAMING EMBEDMENT BY DINERS M CALK REMIND iw _ - SHEATHINGIM, W. C,n* tL• C-cal , 7E 75006.PD. 80 SISM •00ML R_ 76Hi BY OTHERS o•A.4c tltsoWTaiG FIN INSTALLATION DETAIL DESIGNER SERIES 110O/1900 PICTURE WINDOW SECTION 1P.•— 7 ss N/A mm DATi o.c WG+Fc4 B C, ^ ATE S-INEWi0, BY ECG - jI11ID2 GENOCZ E I CAuEx BETWEEN WOOD ONE BY WOOD BUCK,t MASONIRY BUCK BY OTHER OPENING BY OTHERS INSTALLATION ANCHOR BUCK WIDTH 3/16- D L TAPCON EMBEDMENT _ ONE BY WOOD 1/:Sl9u SHIM AS REOb: euCK BY OTHER SHIM AS RE017 ° DOG,, TYPEFRAME SPACE MA)I. (SEE NOTES) CAULK BETWEEN WINDOW Q ( SEE NOTES) JAMS Q FLANGE k WOOD BUCK CONCRETE OR MASONRY OPENING CONCRETE OR 4 1 1/4- MASONRY LWL Q BY OTHER OPENING` EMBEDMENT BY OTHER NSTALCATION ANCHOR 3/16' DIA TAPCON i PERIMETER CAULK Q CAULK BETWEENBYOTHERS _ WOOD BUCK t EXTERIOR FN SIR 1/A saM WINDOW m01H ---{ MASONRY OPENING BY OTHER SPACE MAX. B7 OTHERS EXTERIOR _ EzrER,oa eY 0§0 CAULK 1wNOLKMr FLANGE FINISHBYOTHER NDCCr BUCK FLANGE IYIPE WINDOW FRAME Bum HEADER KEIGHT SECTION 2 MNHE1a1r EXTERIOR wNDOOWW FTA EAME ANCHOR (TIN.) SILL H J K PERMETER CAULK C. BY OTHER t - WINDOW a / F I HEIGHT I ) D C a 2 4 COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHARTI mNDOve SIZES INCHES DESIGN PRESSURE CAPACITY IN PSF TAPCON ANCHOR LOCATION REO'D. IN FRAME MOTH/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 36 x 24 40 45 36 x 36 40 40 36 x 42 40 40 aH,KA.G 36 x 48 40 40 36 x 55 40 40 48 x 12 40 77 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40. H,K A,G 48 x 55 40 40 K 1aKA. ABFG 60 x 12 40 73 60 x 24 40 40 60 x 36 40 40 60 x 42 40 40 60 x 48 40 40 60 x 5540 40 72 x 12 . 40 70' 72 x 24 40 40 H,K A,G 72 x '36 40 4'G H,K A,G 72 x 42 40 40 1-I,K A,B.F,G 72 x 48 40 40 HA A.B,F.G G j PRE CAST saL_ BY OTHERS CAULX BETWEEN WINDOW FLANGE PRE CAST SU WITH VULKEM A C• 1 SECTION 1 116 ADHESIVE CAULK OR SCNEE CENTRAL FLORIDA B.®.A.F- MOREHEAD 8500 ADHESIVE SEALANT ATM MANUFACTURER. NArtm: 1 NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX E-ab r %.4 ALLOWABLE SHIM STACK TO BE 1//4- ELEVATION2) WINDOW FRAME MATERIAU ALUMIN(1M ALLOY 6063 EMNDSUBSTIN OW LANGE AT HEAD AND BE SS.SLLAULK to MASTER FILE Q 3) USE LA-X OAILLC ORMUST vuLEYEAPPROVEDEpUAL VIEWED FROM EXTERIOR. ATTACKED4) APPUCATIONOFVULKIM116ADHESIVECAULKORSCKEE-MORENEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW RANGE A 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS -OF ASTM ET 300 GLASS CHART p AFT 1r SINGLE CLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFTM tomW, C_*il•FanmM Q 7500i•FIIM61f6lZ •61Ie.II 79M 7)_ GENERAL ALUMINUM'S 148WN. 0 SERIESMODIFIEDSLIDERISSHOTHUSPRINTALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS INSTALLATION-DV/G. MASONRY W/ ONE BY BUCTE 8) DRAWING APPLIESTOINSTALLATINOFFLANGEFRAMEWINDOWNCONCRETEORMASONRYOPEMMCUSEy6- DA IAPCOI ANCHOR OF SUFFICIENT LENGTH TD PROVIDE ~IN I/A EMBEDMENT MID SUBSTRATE - SERIES 1A80 MODIFIED HORIZONTAL SLIDER NAOR ERIES180 A LOCATIONSHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS - 10) NSTALLTfSP SCREWSSUFFICI NT LENGTH TOEDMENT INTO WOOD BUCK AT ALL' - PROM E 3 G••H _WCI Ba /A ED NSF WHEREDb. FACTORIF EXACT WINDOWSIZEIS:NOT LISTED N ANCHOR CHART. USE ANCHOR OUANIITY LISTED WIN NEXT HIELARGER P/20/02SIZE. 03 ZGU GEN0027 , wa RI. awsa n n[..sa I.: ataM rzooloo• raI•, ae .rz....e... r.. w.a ra .A•+•roa ne•o. ma ..a+L Ian w+-^+• •AA laTl Iof- R1Y GiI CAULK BETWEEN FIN SHEATHING SHEATHING 2 X FRAMING 8t' OTHER BY OTHERS BY OTHER & SHEATaG CAULK BETWEEN J I' YIN EMBEDMENT 1/4- MAX. SHEATHING & FIN SHIM SPACE BY OTHERS5SCREW !NSTALATION ANCHOR (TYP:) I 2 x FRAMING SHIM .AS REL1'D SEE NOTES) EX &U BY OTHERS FIN TYPE . I•MIN. _ OTHERS INWINDOW FRAME EMBEDMENT PERIMETER CAULK—,(' i/4• MAX SPACE JAMB BY OTHERSIIY r 16 SCREW INSTALATION ANCHOR (TYP.) FIN 7Y=E WLNDOW SrIM AS REOV FRAME HEADER SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW E XTERIOR PERIMETER CAULK ' HEIGHT BY OTHERS EX RI FINTYPE SECTION 2 6-MAX.(TYP). EQUALLY SPACE 6' uAx.(TYP) ANCHORS TYPO JMBS LB 1/4- MAX. PERIMETER CAULK SHIM SPACE BN OTHER SHIM AS REO'D ) IB SCREW (SEE NOTES) V141NDOW INSTALAHEIGHTTYION HEIGHT xTE.'ZANC- OR (TYP.) 2 X OTHERfRAMINSBYOTHERS - \ By O- OR _ F:NISr By G-aERS - CAULKBETWEEN WINDOW FIN & COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART WINDOW SIZE DESIGN PRESSURE B SCREWS REOD. 099 NA45 RED . INCHES CAPACITY IN PSF IN fRAME' IN'FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 'x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24.x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4. 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40. 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 1 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48, 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40. 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 4-0 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 1 440 40 4 3 7 5 4NlRa 1C86yiEA B.O.A.F. 01 SKEA-*NG - SHEATHING 10 0 1- . BY C"HER 1- MIN. - iYll"alT U11>.lJIL1C+i'b iVtYd: EMBEDMENT - - Y SECTION ANCHOR (TYP.)a r iT//frL uy GE ;=RA_ NOTES: - - 24- O.C. - i) SYv AS 'REO•D. ADJACENT TO EACH INISTALLA710x ANCHOR 1RTH LOAD mAx.(TYP)' MASTER FM 'T (' SE441NG SHIM MAX. ALLOWABLE SFIY STACY TO 11- 1/4•. WINDOW WiDHT 2) Wc.JOW FRAME MATERIAL ALLOY 5063 , 33 USE LATEX CAULK BEHIND WINDOW FIN AT HEAD .SILL & JAMBS 4) USE LATEX CAULK FOR PERIMETER SEAL ARCYND EXTERIOR OF WINDOW FSAME. 5) G---SS THICKNESS WAY VARY PER THE REOUIREMENTS OF ASTU E1300 ELEVATION •• ' W Sr.•GLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. •-' T 11 4 r/ TINT •. O•f LL.Krnl.A O TSKK •WJL ~' siIn•o+r' k ISA1 I) DAarNG APPLES TO NVALLA.TKN OF ITN FRAME MH^_7W N WOOD M WE OPEI G VIEN/ED FROM EXTERIOR'.'•"'-=: `F - W-- TWO BY aIJOD STupS_USNG 099 N dA Ns: :i It SCREWS D< SUiTICSEHi :'iL.: - INSTALLATION. DRAWING W000 FRAME STRUCTURE LE`-H TO Plt',VE W111. : EMBEDMENT INTO SUESTRA - _ Tj IF EIACT W COW SIZE IS NOT LISTED N CHART, .SE Aa,P10R O%JMTaV USTED WTH SERIES 1150 /1960 MOdFIED HORIZONTAL SUER NE: LARGER SZE. - . e) GE`.:;AL ALL--AN'S 1160 SERIES HORIZONTAL S. 0EA 5 SHOWN. TINS PRINT ALSO Dar b.KO s:.Atx AP=:ES TO Tr-_ 1950 NSULATNG rLAss NORIZDI,:AL Si;M SERIES BB N/A pATx DNN nuaaWCJa. 43-ZaoT. x K• D3/11/D2 I KEN-DOL• OAR fw N:WP4 b aWT.rp .rwvp.0 Wc+nx+ m _afa ..:u.A.oua •.- su3 2i .I.a.q. hcw yaa•f .-oK la.?7 f-a.Yf Iu i C•-01N 6A P MULLION II i DIE NO. 1445 INSTALLATION I I I I MULLION- ANCHOR- ANCHOR II I MULLION ( TYP.) BRACKET I' ANCHOR J1.0d+ INSTALLATION BRACKET — CENTS ANCHORBe ANCHOR MANUACT R N 0 ( TYP.) WINDOW STER FHEFRAMEJAMB TYP-) #8 SELF TAPPING ° a c a o # 2 & #3 SMS (TYP.) v SUBSTRATE MULLION SECTION B B DIE NO. 1445 NOTES: SECTION A - A 1) MULLIO I USEDL TO ION DETAILS MULLL SINGLEAPPLYHUNG AOND OR ALUMINUM P CTUREBW NDOWSO SIDEIEBY 1.445, WHEN SIDE. 2) IN MASONRY CONSTRUCTION,OFTTACH I U T ILO H ToOTO ACHIEVE SUBSTRATE —W11/ 4' 3MIN. DIA. CONCRETE SCREW ANCHOR EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, AT Al H3/8" MIN. EMBEDMENT A INTO WOOD 10 A WOOD SCREWS OF SUFFICIENT LTH. TO FRAMING. A A 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD &SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS B : _ - 1:. ?1TLE: FIN VERTICAL MULLION INSTALLATION DETAIL V A TI O N - iLY ALUMINUM TUBE MULLION., DIE NO. 1445 EXTERIOR E L E - ` AREA - - DRN: S INSTALLATION DATE: 3/17 /02 wT/FT: - - - - SCALE: HALF • MATL - - - - DWG NO:GEN-0452 1 y o-( PREPARED BT. PRODUCT TECHNOLOGY CORP.. 250 WTERNATIONAL PKMT. HEATHROw. FLOWOA 3274 6 PHONE 407-805-OAS FAX 407-BO`r0188 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD. CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULLSPAN> WDW. HGT. V 53. 000 61.000 74.000 96.000 106.260 26. 000 222 153 92 38 26 38. 375 198 135 80 34 23 50. 625 190 4 126 74 31 21 54. 625 125 72 30 21 55. 625 189 125 72 30 20 63. 000 189 124 70 29 20 72. 000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020039 SUITE 250 HEATHROW, FLORIDA 32746 12- Ian-2002• PHONE 407 805-03651 FAX 407 805.0366 01- 1201 GENERAL ALUMINUM .CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1446 FLANGE VERTICAL S.H. SIZES 19.125 26.500 30.500 37.000 48.000 53.125 WDW, WTH, > WDW. HGT. V 26.000 38.375 1609 1497, 1497 1497 1497 1497 622 515 486 466 465 465. 331 262 241 219 203 203 50.625 54.625 55.625 63.000 72.000 279 268 204 153 220 211 200 192 180 172 164 156 162 153 158 143 127 112 11 10. 11.7 106 82. 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS`CHART ARE IN PSF PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020122 SUITE 250 FEB.19; 2002 . HEATHROW, FLORIDA 32746 02-0217 PHONE 407 805-0365I FAX407 8064366 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES 16.000 1609 24.000 1497 36.000 1497 48.000 1497 53.125 1497 73.000 1497 WOW wTH. > WOW. HGT. V 16.000 24.000 622 515.. 486 466 465 465 30.000 331 262 241 219 203 203 279: 220 200 180 164 162 36.000 268 204 211 192 172 156 153 48.000 158 143 127 112 108 60.000 117 106 92 79 76 72.000 153 CHART APPLIES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT &APPUCATI.ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03W I FAX 407 805MM CA020123 FEB. 19, 2002 02-0217 e STALLATION gCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET. - MULLION DIE NO. 1446 SECTION A -A MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) W-ULLION DIE NO. 1446 INSTALLATION ANCHOR TYP.) v ° SEE NOTES a ° #2 & ##3 a o v SUBSTRATE A A SECTION B-B .._• CENT _ MANUFACTURERU3' 1:iCTCJi10 ER Nl'SlYA EXTERIOR ELEVATION Lv/-fttivM 1 • , N OTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND . OR PICTURE WINDOWS SIDE BY .GENERAL ALUMINUM CORP.' SIDE. CARROL.LTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" 1DIA. 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 #f10 " AREA. ---- pRN: raRw onTE 3/1' j C_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8MIN. EMBEDMENT INTO WOODJS owc No FRAMING. Wr/ FT: --- SCALE -IALF MAn __.-- GEr, = ONE 07 BOS-0365 FAX iC7-BGS-O3E3 PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250INTERNA71ONAL PKWY• HEATHROW. FLORIDA 32746 ?N 1 P /A' HA)L SHIM SPACE INSTALLATION AIk)CR .. INSTALLATION ANCHOR — DOOR WIDTH PTWO BY WOOD 28 SCREW SHIM AS RE•0'0 D8 SCREW 1-1/B HIM. BY OTHERS' TWO By WOOD SHEATHING cSEE`NOTES) EM=EDMENT BY OTHERS BY OTHERS CAULK BETWEEN - - DOCR FLANGE TVO BY WOOD SLIDING GLASS - CNJLX BETvErm I L SHEATHING BY OTHERS DOOR FRAME - HOCK STRIP l JAMB SHEATHING SLIDING GLASS MOR...x HOOKSTRIP . SHIM AS REO.0. fff t/l' MAIL (SEE NOTES) 1 SHIM SPACE . INSTALLATION ANCHOR 1- 1/8' MIK R8 SCREW EMBE MEMT 1 1/8 HIM. EmSEDMENT ZTEMPEqED GLASS' CAULK. BETWEEN STUCCO CTTP.) DOOR FLANGE . OR SIDING L SHEATHING - p BY OTHERS SLIDING GLASS DOOR FRAME. SHEATHING PERIMETER HEAD - - BTOTMERS . CAULK BY - SHEATHING . OTHERS PERIMETER BY OTHERS CAULK IT STUCCO, GLASS OTHERS. STUCCO OR SIDING TEMPEII: D OR SIDING - DTYP - By OTHERS GLASS EED - BY OTHERS SLIDING GLASS DOOR . INTERLOCK • . 12 — DOaR TAIL HEIGHTSECTION__B-B HOOK STRIP DE A prowNATUTAL• ALV1Imm N10T '"'l t) s- K1ST EE 7 vKDPISTALLATuc" SCREWS NUST BE I SUrf{[{[wT LCIIGM TD ACMIEv[ MIII. EnDEDKwT Or I_Wr Nrt0 VWIL TAPCDN IrK WSTALLATI2 NAK/0K IMTO NAS10- - COCSETIL SUrrICIENT LENGTH Im A[H¢VE M N. EHttDKN , p )N TMIITIa AKlalt EIWT ON DACE S THIS f•ELTJANSIL 1aliESiLICOnIZCOACRTLICCAULKREMIMDmmrLAAQA7HEADLERICSwUSESLLI=MJZCD ACItTL{C CAPA.K fW P[RUETq SEWS ARCYNO [KTq{DrP ff LIT S'TCD VFM KIT a Ir EKAET — I" " NOT LISTED a str^^mcwwE nW IMC rPaaR aNwTI SLIDING GLASS _ LAM= TM' rq INC AMR?RV? DESIGNS WM S KtL T M "'DIED Irw)4 7) rOP POCKET NiV SUt% USE CLOSEST DT ASS DOOt OD, S rastrAlRA D KACCINSTALLATIONAAaml. W rRONT Q Pmc SMR AS SMOVR DODP SILL ) B B p GLATS TntCPu[SS NAr —ay KR IIEOUIDEnEnTS Or AS7N E1300 GLASS C"mm DOD! P,RRT IS AYE Tp DC 2ALLD USINGTE;;;ikt vliPiilA SHALL JO)NTA SEAM rEDOtt tALLSLLP- G GIAfL - tw .- 1 / SLLL mwoes LE SHIN SIACK M K 1r A'. H) SMiw AS WE" AT EA SET Or IMtALLAIION AAM:PQL NAL ALLONT WALLIMTALLAiIOPANCMRSMUSTIC -DE Or =0=10 RESISTANT TCRIM.S. A U) REMtESE" ARCAS PL T' ArCPQ EHNT OM 5.0, Q MS SnGTAPPDOVE) Iq MOT ALL C.AiI(ARaTRYPS LISTED MOVE ARE SPOVn ON TMIS DRAWING. HCVEVq pPi:AtLATIOPN E X T E R LD R E L E V A T? ON SECTIONS vM'• 9-D' L HG7[ S1RV OETALL APPLT 70 ,MTAwTIDN 6 AL L'AED EMBEDMENT COWIGWttONf. D N d A 1-1/4' MIN. 2 PANEL DOOR SHOWN lb rLMUDA EKTRUOERS ow SERIES A1DrnG CRASS am ISSPOP//L YNIS. RONT ALSO AM''l'T M E• am SERIES AND so Ttt)CL A ° REVS DESCRIPTION DATE INI EXTRUDERS F L O P I D A I LIBERALLY APPLY _ NK. INC. SPNF[1RB FL. CAULKING UNDER SILL OR SET SD1.IN BED- INSTALLATION AMCHOR - TITLE. SLIDING GLASS DOOR OR c NcR::E a/16 BIA. TA coM INSTALLATION WITH #8 SCREWS SECTION ' A-, n. I' DP.AKN 5Y: y; pppROV'ED BY: VE1002i , 1 ATE: 12-*.7/G7 ISCAJI: Ni: DWG ` E=V i • IA) AD'•iR:97M 8 SCREW INSTALLATION ANCHOR .CHART., NOMINAL DOOR QUANTITIES IN HEAD g SILL OUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE Ia6 PSF TO fil PS'. TO UP TO 46 PSF TO 60 PSF 61 PSF TO 70 PSF UP TO 45 PSF 46 PSF TO 60 61 PSF TO 70 NSFCONfIGUP.ATIOy 5.PSF fi0 PSF 70 PSF 45 PSF 8. 4 4SF a068 Xx, OX, XO 48 X 80 E. 6 6 6 6 8 8 8 8 _ 8 4 4 4 4 5068 xx, OX' XO 60 X 80 6 8 8 8 8 8 4 4 4 6068 XX, OX- XO 72 X 80 8 10 10 8 8 g 4 4 4 8068 XX, OX, XO Oxx096 X 60 I20 x BO 10 8 8 8 10 q 5 4 5 9• ' 1006xx5080 xx. Ox, x0 60 x 96' 6 6 6 8 10 10 10 10 10 5 5 5 6080 Xx, OX' XO 72. X 96 8 8 10 10 10 10 5 5 5 5 8080 xx, OX. XO 96 X 96 10 10 10 10 10' 5 6 0 90 xx OX X I20 x 96 6 6 12. 12 12 6 6 6 50100xx:. OX, xp 60 x 120 6 8 8 12 i2 12 6 7 e 60100 XX; 0X, XO I 72 X 120 8 12 12 12 6 4 XX X X 9068 OXp 96 X 120 109 1/a X 80 12 12 12 8 8 g. g 8 4 q 4 4 4 OXQ 145 1/8 X 80 14,. 14 14 9 8 8 8 q 4 4 12068 . 15068 OXO' 181 1/8 X .80 16'•:• 16 16 10 10 10 9080 OXp 109 1/8 x 96 12 12 12 14 10 10 10 g 5. 5 12080 OXO 145 1/8 x 96 14 14 10 10 10 5 5 15080 OXO 181 i /8 X 96 12 124 12 7 8 1 90100 pX0 109 1/8 x 120 12 12 12 12 5 120100 OXO 145 1/8 )I 120 4 4 i2 12 4 a •,:: 9068 XXX 106 5/8 X 80 12' 8 8 8 q 4 12068 XXX 142 5/9 X 80 14 15068 Xxx 90SO xXx 779 5/8 x 80 106 5/8 X 96 12 i2 I2 10 1Q 10 5 5 5 12080- XXX 142 5/8 X S6 14 14 14 16 10 t0 t0 5 8 15080 XXx 178 5/9 X 96 6 12 1 2 1 12 1 1 6 I7 7 8 90100 xxX lOb 5/8 x 12Q 12 12 12 I 126 4 XXX 142 5/8 X 120 a 12 8 8 g q 4 10068 XXO 119 5/8 x 80 12 12 19 12068 OxXp1435/8 X 80 14 14 14 8 8 q 4 4 16068 xxO. 191 5/8 X 80 t8 l8 12 5 I xx 12080 OXXO x b 143 5/ 8 X 96 12 14 l2 l4 14 10 IO 10 10 10 10 5 I 555 8 15080 pxx0 191 5/8 X 96 19 IB 18 IE 12 1 b B 100100 pXx" I !19 /8 x 120 14 12 i2 12 6 I 8120100 OxxO i I 1435/8 X 120 14 I 4I It9 17 t2 12 6 160100 OxX0 1191 5/8 X 120 19 t9 12 4 4 4 4I XXXX 12068 XXXX 4 X b I.141 1/4 X 80 12 I 14 12 I 14 14 g' E 8 8 4 q 4 4 4 1606E XXXX IE9 1/4 x 80 16 16 16 12 1 1 1 10080 XXXX lli 1/a X b 12 l2 10 10 I 10 I 5 5 5 EXTRUDERS 12060 XXXX lal 1/4 X 96 I 14 14 14 6 ID 10 i0 5 5 o FLORIDA IN i _IN. SANFA.L 12DSO XXXX1691/4 X 96 16 l6 12 12 12 12 5 7 8 i00100 xxxx Ili 1/4 x 120 12 l2 14 I 12 P S1L6 SLIDING GLASS DC l20100 XXXY 141 1/4 X 120 I 1414 16 I 19 12 12 c 7 INSTALLATION VIT- e SCREVS i60100 XXXX 1-99 1/4 X i20 is r',NCi- irq NC -TES' - C°EN1N_ V/T4'p =Y UGul 3ilCK r- US= AMENT, ms,o civil 1) rOR mA:n".EY F_ CONCRETE OR -.SHIM AS-P•EVI) INSTALLATION ANCHOR - - HASn_NRT OPENING (SEE p47ES) 346' DIA. TAPCON - _.!C._1/4• wL SHIM SPACE - _- _ . CONCi:iC OR BY CiFz;iS 11/4' MIN. INSTALLATION ANCHOR' BYMASONRY OPENING CAULK EETVEEN IS SCREW (TYP. vMRE -EMBEDMENT BY OTHERS DOOR ELANGE 7APCONS ARE NOT R£0'DJ I• B VOO: INSTALLATION ANCHORBUCKCAULKBETWEENONEByWOODONEBYvOOD CAULK BC & vOODBUCK t BUCK BY OTHERS BUCK BY OTHERS WOOD BUCK PERIMETER ,1AS'r. OPENING - 3/16' DIA. TAPCDN _HAS-Y. OPENING C ALL /T _ BT OTr_iRS 1 1/4' MiN. BY OTHERS OTHERS 1 - EnBEDnEM - SLIDING GLASS V CAULK BETWEEN STUCCO 4 DOOR FRAME CAULK BCTVEEN SLIDING GLASS DOOR HOOK STRIP l HY OTr.=RS V I a - JAMB C WOOD BUCK t HOOK STRIP' C WOOD BUCK MAS'Y. OPENING p SHIM SPACE p Br 07t)ERS SHIM. AS REO'D. CSEE NOTES) 1-1/4' HIM 1iEMBEDMENT Q V G INSTALLATION ANCHOR 3/16' DIA. 7APECM _ TEMPERED GLASS p CAULK BETWEEN CTYPJ DOM FLANGE INSTALLATION ANCHOR - L WOOD RUCK E8 SCREW Cf YP. WHERE - - \ BU WOOD f APCDNS ARE NOT RCO•DJ SLIDING GLASS - PERIMETER a BUCK T OTHERSB DOM FRAM CAULK BY CONCRETE OR HEAD OTHERSSTUCCO IMASONRYOPENING _ BY OTHERS BYOTHERSf— S.G.D. WIDTH U CO 1 O.Iv JEMPCRED GLASS TEMPERED - CTTPJ GLASS ( TYRJ SECT:IQN B ACTLIRER DOOR - - NAME: SLIDING GLASS DCIOR . p, Y ] r INTERLOCK HEIGHT MASTER FELE # S H U _UK STRIP DETAIL A U 080R wTCR1AL• ALt"D ALLOT 6061 2) T.CCN TYPE INSTALLAT0- Wn AefS 1aAt LE Of SUFFICIENT LENGTH TO AUCEVC NIN. [MSCDMCNt Tt-ve INTO NASTMT OR CaCRCTC 7) ALTCRNATE IAPCON INSTALLATi(N AACHORS rit NT TO BACK N ALL rwC ICNBERZ a) t.CM MCHUR CART ON BACK W 710S SECT. WUSEMICOMICDACRYLICCAULKKHIMDBOORILAAQAT )CAD L J 111E 63USESILICCMZEDAC*TLIC CAULK rat PCRIKTCR SEAL ARGRD CKTCRIER T DOM 7) D' EXACT DOOR SIZE IS NOT LISTED N ANOOI CHART• USE "CMOR DUANTTTT LISTED VITM NEKT LAKSR STIC. r0) TK APPROPRIATE KSIfw % WON S RE71 POCKETDUCRISACSTO0.COKOSES,S RIP At DOOR SIZE t CON'1GWATAIN TD'rIMLCD IPCWM4 PLACElCCOCTMyVA6HOOKSTRIPATS)QWIL GLASSTMCCDR&, wY WART PCR RCOUIREKNTI If AST" CI300 CLASS CNARIL 1. ALL I.T1IRT APPLIED KLES )QI KSICM.1[D TORT' AWCr01 f.OtLO K)ILLCD ViTw AD $CREWS. T TO PwwrOC MN SA• ENRERCWT INTO WOOD RUCK. ' SLIDING GLASS DOOR FRAME 3 B - tr 21FrICIENT LEWG H GLASS REDNGLAZED OR T1K..GLASL tU CAM WIT I OORNCRS ARC m I SCALED WITH AS,L JOINT SEAM SEAL[R ALLOWABLESMNSLACK TO K SILL 0. I DI SW)M AS RED'B AT EA. SET Or NSTALLATtDW AWCWOtl NAK luALLHISTALL.TIDH AKMRS )A)ST K wK Or CORROSION ANT wTERI.Li A BE.M1 T)' R[PRESEWTS rIKEO A.CL wP RaW[B l3) WN[RC 'K' LTPRCSENTf )pvi)4 CERi1G]A.noms ARE AS LISTED OW ANC]GR CHART W RACKS 1)OI SECT• ARESNDWWOWTMSDR.WIWG. )OWEKR LA7fON A• ti] )GT ALL CDW!GR.TDY4 LISTED .DOVE RIVED B-I- HCOC STRIP OCTA0. APPLT TO IKST.LLATION OF ALL AP ROVCD ExTER] OR ELEVATION SCCTIONS 'A -A'. L CIW IG)RAT IONS. IAPCDNN CKN PAIR 6 rKTORT APPlICO INS:ALLA7fON )QCS Urt[SS MTCD I- EMBEDMENT 2 PANEL DOOR SHOWN 17) INSTALL O)C E I&CG OTHERWISEONSECBACKOF 1WS OR IS . ISS1OW)L TWS PRINT ALSO APPLICS TD p d- 1-1/4' MIN. .. ERS ID SERIES GLASS 11(U I1prIORIDACKTRUOERS ]000 SERIES d Z= SERIES AND SM SERIES. d ° EXTRUDERS REVSDESCRIPTIONDATEIII [' ( P I D A fl_ . INT. INC. SANFOPD LIBERALLY Y APPLY CAULKING UNDER SILL 1NS7ALLATiGN ANCHOR TITLE: SLIDING GLASS DDDR ORSETSILLINBEDOr CONCRETE 3/16' DIA. TAPCON I INSTA LATIDN WITH TAPCDNS SECTION A -A r i DP.AWN :BB pPPP.OVED BY: i- t-r,' n rA 1 1 - 1 T a rr.if1/7G/M Icr.]r- NTC nu•r - rWnn :+. T L i ANCHOR NOTES -- Or PEO'D IAPCON ANCHOR CHART NOMINAL VQ09 QUANTITIES I;D L SILL OUANTITIES IN EA. JAMB QUANTITIES 19EA HOOK STRIP SIZE AND DOOR SIZE UP Tp 46 P61 PSF TD UP TO 46 PSF TO PSF 61 PSF TO 70 PSF UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF CDNFIGUP. ATI0 45 PSF 60 70 PSF 45 PSF 60 3 4 4068 XX, OX, XO 48 X 80 3 3 3 4 4 4 4 4 4 3 3 4 4 5068 xx, OX, x0 60 X BO 3 3 3 4 4 4 3 4 5. 6068 XX, OX, XO 72. X 80 4 a 4 4' 4 4 3• 4 5 8068 % x, Ox, x 96 x 80 5 5 5 a a 4 3 a S ID06A xX Ox x0 120 X 80 6 7( ) 5 5 5 4_ 5 6 5080 xX, Ox, xO 60 x 96 3 3 5 5 5 4 5 6 6080 xX, Ox' xQ' 72 X 96 4 4 4 5 5 5 4 6 6 Soso XX, OX, XO 96 X 96 5 5 5 5 4- 6 6 00 0 xX X x 120 X 96 6 A 7 6 6 6 S 56 67 50100 xx, OX,.XO 60 x 120 3 3 3 6 6 6 8 60100 xx, OX, XO 72 X 120 a 4 4 6 6 7 (I) 6 8 9 xX. x 9- X I20 5 4 a 4 3 4 5 9068 Ox0 109 lib X 80 5 15 6 4 4 4 3 4 5 12068 Ox0 145 1/8 X 80 7 7 9 CD2) 4 3 4 5 15068 OxO 181 I/8 X BO 8 I1 4 4. 4 6 9060 OXO 12080 Ox0 109 1/8 X 9 145 1/8 X 96 7 8 (Dl 9'S 2)15 4 fi 6 15080 OXO 10100OXO181 1/B X 96 109 1/8 X 120 8 5 5-:u 8 10 120100 OXO 145 1/B x 120 7 6 6 7 CDl> 6 9068 XXX 106 5/8 X 80 5 r-,_ 4- 4 I2068 XXX 142 5/8 X 80 7 7 8 CDl> a a 3 a 5 15068 xxx 178 5/8 X 80 8 4 9080 xxx 106 5/8 X 96 5 5 6 4 6 6 120BO XXX lag 5/8 X 95. 7 8 (DI) 9 (D2) 5 55 5 a 6 6 15080 xxx 17B 5/8 X 96 8 10 90100 xxx 10 / X 1 0 5 6 b 6 7 6 I g I 10 20100 xxx 142 5/8 X I20 7 n 4 3 a 5 . 0068 OxxO 119 5/8 X 80 6 6 7 (Dl) 4 4 4 3 4 12068OXxQ 143 5/8 X 80 7 7 8 (Dl) 4 4 4 3 4 5 6068 OXXO 191 5/8 X 90 9 10 (Du 12 (D3) 4 4 4 b b l d X. z/b `Db b• 6 7 (Dl) 5 5 I 5 4 I 6 6. 12080 Oxxa 143 5/8 X S6 7 8 (DU 9 tD2) 5 5 5 a 6 6 160a0 xx0 191 5/8 X 96 19 la t ) 120100 OxXO 11 5/ .X 120 6 c b 6 6 I7 (DI) 6 8 I10 120100 OXXO 143 5/8. X 120 7 9 (D2) ID 10cD3) 16 6 17 (D1) 6 8 10 160100 OxXO 191 5/8 x 120 10 t01) 13 (D4) 16 (D7) 4 10068 XXXX 4. 6 6 4 4 4 4 4 4 3 4 5 12068 XXXX I 141 1/4 X 80 7 7 8 (D1) 4 3 4 5 16068 XXXX 189 :1P4 X 80 9 (Dl) 10 (D2> 12 <I341 4 4 10080 XXXX 1 d/a x b 6 i cDl) I I I j8pCDlQ) S cD2G) I 5 5 5 4 6 6 l6080 xxxx 189 1/4 X 56 S (DI) C 1) 6 8 l0 100100 xxxx 117 1/4 X 120 6 ID 7cDl 7 ( DI)6p iI 10 1_ 0100 xxxx 141.1/4 X 120 118S7 8 (D1). 10 I6 I 6 7 (D1) 9 f f 0 I 10 t601D0 Xxxx 1/4 X 120 10 CD2> 13 (a5) 15 (D7) 11 1) IN SOME CASES TAPCON IN BOTH FACTORY APPLIED INSTALLATION HOLE. -DI- THRU 'D7' DESIGNATES IN WHICH SIZE b CONFIGUREATIONS TVO TAPCONS ARE REWD. 2) ONS IN ONE OF ASET-TINSTALLATION ALL Two CHOLES. 3> -D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. a) 'D3- MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ,F13URMINSTALL SETS OFLL INSTINSTALLATION HOLES. N HOLESCONS 6) '1)5- MEANS, INSTALL TWO TAPCONS 1N FIVE. SETS OF INSTALLATION HOLES. 7> -D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS. INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT" TO INTERLOCK OR BUTT STILES IN HEAD a SILL. B; SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD L - SILL OTHER THAN AS LISTED IN A L B. 30) LOAMBSOSHOUL.DADDITIONAL PRIORITIZEDNASIN FOLLOWSI A: FIRST, ADJACENT TOLOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD L SILL CORNERS. C: LOCATIONS 1N JAMBS OTHER THAN AS LISTED IN A L B. EXTRUDERS I p 7 I f ILAINT. INC. SANFORD. FL. m SLIDING GLASS DOOR TAPCON GLASS CHART CiVit sxs' NT. S. uA wFL: h00 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART LION DIE #1446ALUMINUMIMUL , WDW. WTH. > 19.125 26.500 30.500 37.000 48.000 53.125 WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 ` 63 6-2 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 451. 34 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 & APPUCATiON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN: 11, 02 HEATHROW. FLORIDA 32746 01-1201 i PHONE 407 805-03651 FAX 407 80"366 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 P.W. SIZES WDW. WTH. > WOW. 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 30.0001 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 d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32748 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1.201 . i MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ SEE NOTES 2.& #3 I D G INSTALLATION ANCHOR TYP.) 8 SELF .TAPPING SMS (TYP.) MULLION ANCHOR BRACKET. MULLION DIE NO. 1447 AC T 9J R R N e MULLION D IIWG N0: GEN-0453 INSTALLATION ANCHOR TYP.) a D v D I SUBSTRATE a DIE NO. 1447. D NC L. L U v WINDOW 'DER FlU # 6 a FRAME HEAD — T YP.) ° SECTION B-B SECTION _ 1 NOTES: MULLION INSTALLATION DETAILS APPLY T ALUMINUM TUBE MULLION, DIE NO.1447, WHEN USED TO MULL CONSTRUCTI NHUNG ATTACH OMU LLI N T ICTURE SUBSTRATE WITH WINDOWS HEAD WITMIN. H 3/ 16' DIA. 2) IN MASONRY A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, CONSTRCTIO AMULLIONNO SUBSTRATEUSING 10 SCREWS LTH. T ACHIEVE 1,3/8MINEMBOINOFRAMING. OF SUFFICIENT B B A 4) MULaLION ATTACHMENT ' IN SECTION B—B IS. TYP. AT .IAMBS. GENERAL ALUMINUM- CORP., TEXAS TITLE FIN HORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLI N, DIE NO. 1447 o :: eIREa »rna BB ,> vm ---- WAIF- 3/17/ 02 ETEI R ESE TIN ... ---- ---- t. DWG Na GEN— o453 V VT/iT SCAIEHALF +TL y,.07 p{ IDcT TECW40LOGY CORP.. 270 INTERNATIONAL PKWY. NEA7Fp0V. CImiIDA 32746 PHONE 107-905-0363 FAX 07-205-0]66 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM FIN HORIZ. MULLION MULL SPAN> 51.000 59.000 72.000 94.000 104.250 WOW. HGT. V 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: EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART APPLIES ONLY TO 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020040 HEATHROW, FLORIDA 32746 12 1en-2002 PHONE 407 805-03651 FAX 407 805-0366 01-1201 N"tr r DING No: `4_0450 MULLION ANCHOR BRACKET — WINDOW FRAME JAMB TYP.) INSTALLATION ANCHOR I ( TYP.) 8 SELF TAPPING SMS (TYP.) MULLION . ANCHOR BRACKET MULLION DIE NO.. 1448 SECTION A —A MULLION I DIE . N0. 1448 i I INSTALLATION ANCHOR TYP.) SEE NOTES a a a o # 2 & #3 SUBSTRATE A A SECTION B-B Y.. MMIffTACTUBLER NAME, {' EXTERIOR ELEVATION q 4am5a4 L ,z MASTER FMF,:# 77 NOTES: LUMNUM 1) MULLION INSTALLATIONTOMULL SINGLEAHUNG AND OR PPLY TO AiP CTUREBWINDOWSO SIDE IEBYO GENERAL ALUMINUM CORP,' 1448, WHEN USED SIDE. CARROLLTON; TEXAS DI IN MASONRY CONSTRUCTION, ANCHOROF SUFFICIENT MULLION TTO ACHIEVE 1 µ1/4"3MIN.' ME: FIN VERTICAL MULLION INSTALLATION DETA(_ EMBEDMENT CONCRETE SC ALUMINUM TUBE MULLION, DIE NO. 1448 EMBEDMENT 11VT0 CONCRETE OR MASONRY.. r 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 DATE. AREA. ---- DRN: JS ApRyp= 3/17/ SCREWS OF SUFFICIENT LTH. TO ACHIEVE t-3/8" MIN. EMBEDMENT INTO w00D SCALE. MAIL: DWG NO: wTwT. FRAMING. F ONE 407—aGs-03a5 FAX .07-n 5—Cse=. PREPAP. EO Or PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKtvY, HEATHROW. FLORIDA 32746 GN . Y 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 48.000 263 213 486 171 180 160 60.000 129 102 87 78 68 66 42 36 34 72.000 72 57 48 APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. MUCHART 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 CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 806-MM 1 FAX407 806MM GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES 56.000 5$5 378 63.000 565 378 72.000 565 378 88.000 565 378 WDW. WTH. > WDW. HGT. V 30.000 43.000 28.000 565 565 32.000 380 378 226 167 226 167 226 167 226 167 226 167 38.000 236 42.000 182 57 43 57 43 5.7 43 57 43 56.000 72 60 60.000 57 47 12 11 10 10 86.000 18 14 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32748 01-1201 PHONE 407 005-03651 FAX 407 805-0366 r•. CQ 1HS&•:i.;'.\` *t k••I•U i,.`+;ram'%... IMDI HECATSF .IVE37.1 P..I 2..'' OA94 N REPRESENT VARIOLS SECTION HEICHIS. J. FCIR SECT I 7' Hi CH DOOR 9-CIN. 8' H1 CH ODORS HAVE FIVE SECTIONS. 4- SECT.ICN HEIOrt OF 20.812. 19.00 k 16.75 ARE AVAILABLE AND MAT BE LSED IN C0N91NATION TO ACHIEVE VARIOS HE 1G147 DOORS. 5. D-BOSSI.ENT .PATTERN OF 14. 50 X 20.775 %4 "N. ALTERNATE PATIO''& OF 12. 50 X 43.375 AN) 12. 50 X 20. 375. VAY BE LJSED. 6. TORS IOTN SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE- 7 USE THIS BRAOCET. REF. PIN 405964-0002. CN 8' HIGH DOORS ONLY. --- PANEL S. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTION IM.EDIATELY BELOW THE TOP SECTION. 22'' XX 64- ' W000 W00011= AAg OR EQUIVALENT fP/ N405964-0001 TRACK BOLT 5/ 16 X 1 3/4'REF DING D' 9. THE STRUT PLACEWNT ON Dr_ORS CONSTRUCTED WITH 5 OR LORE SECTIONS MAST BE a*ra CONSISTENT WITH THE DOER SHO1 , THE .STR3JTS FOR THE ADD171ONAL IN7E SECT IONS ARE TO BE PLACED AS SIiO1WJ +iPE THIRD I ' TER FILE RED SECiICN. A 10. THE STRUT PL ACE).£NT DIMONS ION ALL SE OOS LESS THAN 20.812-. RE, REDLCED BY THE DIFFERENCE BETWEEN TPE ACTUAL SECT 7 CN HEIQ47 t 20.812'. 11. SCREW P/N 605911-0001 IS A 1/4° DIA X 518- LONC TYPE AB MEX HEAD AETAL SCREW VV 17, POST TO BE INSTALLED ONLY W" N HIGH WIND WARNINGS ISAIED. 13. STN3JT PLACO,* NIS CAN VARY :J-. 14. 0.ANNTI TY FOR LOCKS CAN BE 0. 1. OR 2 TRACK END HINGE _ 1. t 2.093 000 I II VIEW - D-D' ,/8` DSB 2' TRACC IF 049 1. OVFRIICALI ROLLER BOTTOA FIXTLRE DETAIL ' F" I SCALE: 1/4 ll L16' WIDE, SEE t C11 F 4 LAG SCREW DETAIL " E" b BOTICM BAR SCALE: 1/8 WEATHERSEAL 3 18 2' X 6- WOOD JA/.6 SECTION " C-C" 2' x 4' LOOD EJAA9COREOUIVAJ D' SCALE: 1/2 AT)f't OPTIONAL WINDOW DETAIL SCALE:3/32 400550-0004 SPRING ANCHOR SHAF T Top ONLY BRACKET OPENING PENOrt H VAR: ES1 I; a\jq, FICOL14NTAl TRACE3COINTERB.4LANLE 12ROPTIONALSPLICE IN ( F HORIZONTAL TRAOC AT 4004 G' ' TOP QF RADIUS TYP7605- 002 PlCS 03 D- _ 404828-00TYP 2PLCS 405914- 0002 407605- 0003 TYP 2 PLCS 404828- 0003 TYP 2 PLCS 31G; T8.5 405964-007 02 400650- DOgi IviE51 HS-1 TYP3 PLACES OPEIIIM. IEL( M TTP 407605-0002 2- PLCS. _--. .. u1,N$ t4- 046450-0003404825-0003TYP2PUS 5.00 36.00 E B. STANDARD TRACK DETAIL FOR 16' 405771-0001 404828-0003 SCALE: 1/16• • t' if- SERIES 280 TFFU 289 ARE EQUI VAL EIJT COKSTRL,CT I M 25CA STEEL SERIES 180 ARE SUE C0NGrRLCTT0V AS SERIES 280 ONLY 24CA STEEL AAD E71D GAPS DOOR TESTED WAS 281 SERIES. DOOR WI[ ITHCENTER STILEEPD STILE ROa%tr STRUTS/SECi. ROLLER YERTIRtETRAOE LIMPER FTAHDT) ARE 16' 3 SINGLE I YES F K70 2- X7/16- 049- 100 STD. 16'-0' k4AX. WIDTH - SCALE: t/76'= 1• INTERIOR ELEVATION Wson. a e•e.w floor m. e.rw. w rn uerAs ne n le.m p mres¢ rs ..:. . o..w RarcoXm a ub to rwAaAR w..w. e ol>e® wm. n.aR Rt owo • W eo4tAR mer mrlor.rla. rnR.r IG.II M• r1Ql •t H ,.( PENt ER 408680 0004.5.6 a 3 PLCS) 9 PLCS) 401199-0001 TYP2PLCS 404828-0003 TYP 2 PLCS A' TLRE CE s, j ----1 7/ 8• THE. SECTION 'A - A' SCALE: 1/4 F' 061601-0000 14 - DESIGN LOAD JA' 25 NSF ± 2t.88® ( 7-0. SHOWN) TEST LOAD 37.5 PSF 6 -o. L44)O. ) 4E 1 fi4T 21.57® ` 1\ M. Y01.,•NLy 01/ t3/48i SjTL DR. 16'-q' MAX o4as w. . YI DhN.lrlrpLOAD 409335 AWWAiY. A: Y,41, r EAa OV1V10FAA02//9/ 96 .Y.. YA a, 1. v 2 p no:2s rtEr rFA or totSO J/O6/96 c e IeEr roe oI t0t4t Jn3na c .0575 c rtEv rrn d tots 4-5/16 X 1 3/4• 0 I 2 77/32' LAG SCREW -..I I 7/76 {- .097 MIN+H4r I 0. 25 ice -'LENGTH =DOOR WIDTH THROW 6.04 .106 iH(. H 1/8 0 0 0 2 t/t6' 2 I3/32 3 9I/ 76' 0 0 1 7/' I O O p p _ 4 5/8' 00 .070 MINo 11} JJ1..--- 518 MIN Tw 4._ o o O 2 7/16'— PIN 400650-XXXX• ROLLED HS-X STRUT PM 409328-0001 PLATE.HASP PM 401199-0001. TOP FIXTURE PIN 405771-XXXX BOT. FIXTIRE IPART M1.6ER IN.THC STRUT F-3'—{ FOR 18012801290/390 SERIES 400650-0001 .030 FIS-1 ATTACH TO DOOR WITH 400650-0004 .020 HS-0 4 SCREWS P/N 605911-0001 ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0007 P/ N 061601-0000. SLIDE LOCO ASSY 0575 REF, 2 9/32 t,. 070 MIN o_ 00o F.— l' j--t S/4• {.4 3/6' 1 3/4•-----.{ 0 STHIJT _ 3 3/16 2 9/32—}-- --,.,DO H ooO8'°° .070 M1 ° 6.00 O O 7/ 16 0 0 0 .708 MIN+}- PM 405964-0002, HRACKET085CI9OINT 3 3/16 0 P/N 405964 k 046450. EIRAO(ET, SCAB I IPM 407603-0001, CENTER HINGE PART. NJ. 6ER l' 0 0- STEEL DOORS ATTACH TO DOOR WITH PIN 407605-XX7CX, ETD, HINGE 405964-0007 3'141 4 SCREWS P/N 605911-0001 RESID. STEEL DOCKS O46450-OD03 4• L-5.00—j PMT cavern x PIN 409331- 0001 PLATE, FLOOR 407605-0002 . a5 SCAB BRACKET DETAILS 407W5-0004 1. 10 ir-4 . 2.765 156 DI 467dos-0004 7.Js 407605-0005 t.EO _ ;'q LE 7 (R pp ACTION ATTACHTO DOCIR WITH t.6.:.,''e.-T. t 4 L C Z Ee ® I j 4 SCREWS P/N 605911-0001 t_I 11d POST j•.- 3.00 .375 DIA -y .44 .44 P/N 404828-0003 ROLLER ASSY, TR-1 PIN 608069- 0001 PIN TR-1 ROLLER LOAD: 50 LOS. VAX. 1 I 1 7' HIGH Wf>itcHunt e T ASSY SHOWING FLOOR PLATE PIN 409326- X7000 POST ASSY, VERTICAL e 6.25 -_ .._ 1.25 1.25 1-2.50 1 REF O 00 I I O O 4. 00 Q 25 L O T T 375DIA 4 HOLES PIN 408679- 0001 LIMO PIN 408876-0001 SIPPCRT e a " ewsw u u.m re •• r w.eevew . p t4nr . wwm wc. ttwmm a ro .vs.R rarer e orate eo i t o..w. w . 408794-0001, 2.3 STD ON 180 SERIES TER STILE PM 405680- 0004.5,E T..RED' 0 ON ..280-SERIES-.. SCREW PIN 605911-0001 OR' ryT '/--•1' P/N605879-0001(SELF-DRILLINGI• SECTION 'G- G' STEEL STYMS 16.WIDE DOORS) i roxw MI. YOLNIS 01/t]/ 8 RFSI STL OR WIDTH.INIPDL61 WA DAVID FA'W 02/19/98 409335 rase: WVI. t EACHDFY/yM 02/12 />I8 , 3/;1 sa72 e 2 THERMA oTRU® CLASSIC CRAFT- wswislO 6.8 SINGLE AND DOUBLE W7d wMT smart -Es. INSULATED FIBERGLASS DOOR wrrH WOOD FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAM1-OADE COUNTY. 6. MLAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL Common Face sheets Door Panel: Fiberglass (SMC) skin 0.105 min. thk., Sidelite Sheet: 0.07" min. thk. with yield strength fy(min.)-6.000CoredesiorlPolyurethanefoamcore, withl.9 lbs. ddensity by BASFP! Pop;l Constryclipq: The pone! skin is constructed from a 0.095" thk. sheet molding eompou SMC). The in erior cavity is titled with 1.9 lbs. density EASF ndnlre"an, foam. The panel face sheets are glued to the wood s1i1 and rpk. 711E latch oM hinge stir• are CA or LSL The latch stile which a 4.03 X 1.4T rs the latch reinforcernenL The top and bottom rail are of a wood carlposte material. In the double door application the inoctive doors feted with on extruded aluminum astragal of 606D-T6 0if;yy - Frame Construction: the frame is constructed from Finger jointed pine measun 4.5L5 ride x 1.17' thick. The tender is joined to the side jambs with (3 /8, x 2.5' Phdps 1 Head. Screws. Tite threshold rs joined to side Iambs nth (2 16go. 1" crown x 1 king staples at each ode. The mullions are secvr together in a sidelfle application using 18 1" long PFRH Wood Screws (6) screws yq each mylTion. The units uses an frlswing Saddle threshold measuring 5.75 x 1.548 Gkzi SMC Up Life - to size is 27.5" wide x 50.19" high secured w x 1.75 Phillips Pon Head Screws. The frame are sealed with silicone j couflung (Dow 795) to sidelite panel and to the glass. Sidefite Glazing: SMC Up Lite with the yield strength Fy(min.)= 6,200 psi & TMC UP Life with the yield strength Fy(min.)w 4.674 psi - OA size is 9.85" wide x 65.95" wide secured w 16 8 x 1.75" Phillips Pan Head Screws. The forme are sealed with silicone caulking (Dow 795) to sideide pond and to the glass. Integral Flush Glazed - The sidelife sash face ponels ore molded to recene the insulated Mass. Th1 loss is attached to the smote face sheets with silicone glazing compound (Dow 795 TABLE OF CONTENTS ISHE DESCRIPTION J -t: 37.5- MAX. 36" MAX. PANEL WIDTH n 2Vwx w J / J W 0 OL X M LM SINGLE INSWING UNIT f- Wr w U O = Z Q o w x Z w 2 Or Ood 01 t o X X N n h lUJ.J . VVGRMLL r r.,vir 36.625" MAX. 15.5" MAX. PANEL WIDTH --{ FRAMEWIDTH WIASTRAGAL 13. 9375" MAX. WIDTH DOUBLE W/SIDELITES INSWING UNIT 1 Z OPTION 11 W/ SURFACE BOLTS SEE DETAIL A" SHL3 74. 5- MAX. OVERALL FRAME WIDTH { 36. 625" MAX. PANEL WIDTH W ASTRAGAL o / 24. 5" J MAX. o qx D. L.O. TYP.) 0 c` 1 All MOD S 68. 5 MAX. OVERALL WIDTH ARE VIEWED 24.5" t FROM INTERIOR w W. D.L.O. J U w J 1! O DOUR F INSWING UN R :z) OPTION 11 W/ SURFACE BOLTS nil - cur Z F. > c c= i x ri J D 1I 0X 0 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OPTION I OUT SURFACE BOLTS 47.0 PSF -47.0 PSF WITH SURACE BOLTS & 70.0 PSF -70.0 PSF OPTION II WIN DJAMBER 11 ASTRAGAL 7. 125" MAX. D.LO. WIDTH LIP LITE 7. 0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELJTES) 15. 5" MAX. FRAME WIDTH 13. 9375" MAX. WIDTH 7. 125' MAX. D. L 0, WIDTH LIP LITE 7. 0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP, FOR - BOTH SIDELITES) o > O O Ln O Lb dp=^ CCZU U ! S 0W fJJ LO a U Z_ a ? O r J JJ O W WW 0U < UW VvJ a a J v1 n eun l. corrsulrwTs, it 813. 664.3831 wTr- 11/07/0' srxe: N.T.S. owe. sT: WLN CHK. rn: RW oww+ Ha r+o.: S- 217B IN m ..;4 . to w Q y 2 N= g o. .p 6 " H Z Y 0 z 1.68' MIN. In PANEL THK. 04 .° 00 V U SEE GLAZING m DETAILS = w (SHEET 7) 48 w z a 28 29 10 O N o XTE ERIOR p o INT RI R ° N Oca1 14 50 21 Ljyy,, ` l'. 11a1_ Ir z`alb'. c yp n x 13 Z a 416) SEE NOTE 3- 9 SHL4 In 34 z Y 00 ° 42 L 7.68MIN. 0 ry j' PANEL THK. 0 p 43 SEE NOTE v o O 0 5 SHT. 4 SEE GLAZING W DETAILS SHEET 7) 49 O 0 o FXTFRIO a o p. INTFRIOR 1 00 ° of Cl! m 0 6 00 42 5 00 O SEE DETAIL 6 SHT.4 Z 51 LU Nwry a. a. a. EXTERIOR I NTERIO 2 V RT R TI 2 SIDELITE PANEL 691 ^{ 1.691" i--I I hn m IN WfNG. SIDELffE 31 BOTTOM B007 0.09' EXTRUDED VINYL WALL O co 0v)0° 0 Lox IICz o ,,, OO LL' i fsO:O 00 nLU co v r ? vi J N m VO ri0 m G VO N GW U 2 o Ln_ o o Sz a v V) a V UV emmme 7NSULT..Nn. NC 813.684. 3831 ie I1/ 07/01 Lc NTS c. er: WLN K eT: RW wz rro: S-2176 m 7 or 9 SEE NOTE ® co w INACTIVEi3 ASTRAGAL RETAINER J BOLT 8.0" LG. TOP 3 BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM L t H Rql rand SE1710N 3 ® ASTRAGAL OPTION t) EXTERIOR INTERIO i Na J J w0 N EXTERIOR INTERIOR 1.15" MIN. ZQ j EMB. F- N t] co 25" MAX. SHIM O N O o0 15" MIN. C-SINK L O I 0 Z O n EXTERIOR u) U Z_Y 4iQw 43 OnO COrowt m 49 Er W OD 0- OQOOO 0 00o 6 36 0 _ NNr Z Jy N 3 SEE NOTE 9 SHT.4 uj 35 34 16 7j INTERIOR U •d J V)J U O Z 3 HORI ONTA R TI N a V V) a 17 3 ® SIDEUTE TO BUCK m THE SIDELITE CROSS SECTION DETAIL "A conwuM.=... T.—' ; 1 (OPTION it SURFACE 8 T5) 813.6ga.3831 lye IL 1.... . 1i_.[ t SCAM NTS T fI. .Dwr. er: WLN cwc. Err: RW i , SHaT 3 OF _ U N J U W W OVI N XT RI R 6 7 B INTERIOR vim 17 .15' MIN. ) I NT 11 C-SINK 4 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 SIUCONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 68 x 1' PANHEAD SCREW ATTACHING THEASTRAGAL,TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1". 3. 5 18.25", 40.5, 59.25, 74.25'. 76.25' do 78.25". SEE NOTE 13. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) - SHT.4 J S x 2.5' PHILIP FIAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) SCREW AT BOTH SIDE. SEE NOTE 5 SHT. 4 r ` HORIZONTAL CROSS SECTION " 5 MIN. 4 C-SINKHINGEJAMB70BUCK, 1.15' MIN. EMBED. 18 x 2.5 PHILIP FLAT HEAD WOOD 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' 1006: PFH. WOOD SCREW. THERE ARE (6) AT EACH. .VERTICAL JAMB, FROM THE TOP DOWN AT 6.0. 19.75". 33.5: 47.25", 61.0' do o Q o 0 00074.75'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, c 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x Z" SCREW SECURING THE MULLIONS V 36 TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. J 34 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) w m < 33 MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE h a SEE NOTE WHEN ATTACHING THE HINGE TO THE JAMB 9 THIS SHT A F8 x Z -- AND THE 81DEUTE AT THE MULLION USE A 110 x 1 3/4' SCREW. 8, THE INSWING SIDEUTE BOTTOM BOOT WAS SECURED TO THE BOTTOM OF THE SIDELITE SASH WITH (3) #6 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 1' x 0.04" DIA WIRE BRADS AT 2" FROM EACH ENO A MAX. OF 2' 0: C. SHT. 4 SEE NOTE 6 5 TE STRIKE JAMB TO F. 25" MAX. SHIM SPACE SEE NOTE 7 SHT, 4 Yz U 00 Li i U 2 a I fllA. Wow cn MINIMUMS= IA0 'k y o C) F- IY N O co O cn p o0 CC Z 0 O LJJ Orroo Wco uv SLALDIN0 WSVLTANTS. INC 813.684.3831_ c 1/7/O1 NTS G. BY: WLN K.y RW z No 5-2178 or 9 CENTRAIL II'ytw 7S Hl.-L.Y IYa Y.Do i'.u too J MANUFACTURER NAME' u SEE DETAIL F V1 iT Z.; { FEE 6" 6" i6" i 3 6" 6" 3" 6" 3" i 6" 6« I 3. 3" 3. 3 F- 3" 1_ 1 1 t I I I 1 1 I I I 13, IO I I I . 133 I 13 TYP. 'c SEE NOTE TYP. SEE DETAIL F' SHT. 5 TYP. toon j 3 SHT. 4 SEE NOTE SEE DETAIL vl o nLo73 6 SHT. 4 E", SHT. 5 f o TYP. SEE DETAIL SEE NOTE TYP. to 13 G" SHT. 5 6 SHT. a - C5 TYP. SEE DETAILPC E NOTE .D. H" SHT. fiSHT. 4 - 13 SEE DETAIL .C.0. TYP." G" SHT. 5_ 5151B.. TYP. TYP. I3" 3"F- 6" 666" 3. 6. SEE DETAIL "H" DRILL THROUGH FOR A 0.357" BOLT DEEP SINGIF DOOR DOURI F DOOR W/SIDELITES ENOUGH FOR A 2" BOLT THROW 7 11 10 10° DETAIL "E- pFTAIL_F ASTRAGAL STRIKE BO T STRIKE PLl 13 0 13 0 SURFACE BOLT STRIKE PLATE DETAIL "G" z, I ATTACH THE STRIKE PLATE TO THE THRESHOLD W/2 #10 x 2 1/2" PFH WOOD SCREWS DETAIL "H" ASTRAGAL THROW BOLTS AT THE THRESHOLD O Q O aV, o0 SEE NOTE Oa 0 Z O 1 3 SHT. 4 1 C p LL ccOHO 000 V1 O_ Ln I o> Ln " N cc m O . F= SEE DETAIL E" SHT. 5 TYP. D" SEE NOTE 4 SHT. 4 VU TAWS. MC r"' VvwGBuIWC813. 684.}831 r, E: 11 /7/01 arxE- . N. T. S. D., c. er: WLN w er: RW pNAWIMO MO.: S- 2178 yOU V d SEE DETAI E" SHT. TYP. SEE DETAIL "F" 6" 3" 6' II 1 13 I_ SEE NOTE 13 _ Typ 3 SHT. 4 TYR SEE DETAIL F' SHT. 5 — 13 TYR SEE DETAIL G" SHT. 5 Z Ld O> F="- = F' aY N O of O CL 0 N Z 3" b U O NUWLLI 3' --{ 36. 63 3" O j oCO n SEE NOTE SEE NOTE W 0- 3 SHT. 4 — 6 SHT. 4 — N of o U W Z ZJZ0 3 m m J 73 — SEE DETAIL < o z SEE DETAIL TYR Ln "J" "E" SHT. 5 o z 5 "H" SHT. 5 `i TYR J" 13 — u w w o v SEE DETAIL = J d- "K" . M. " I(" TYP._ SEE NOTE "G" SHT. 5 51 c 51 51 _ 4 SHT. 4 — 51 TYP. TYP. "M" TYR I I 6' 4P6 3"" - i h-- --i6" 3" SEE NOTE 663" 6" 51 4 SHT. 4 3" 3. 6" TYR SEE DETAIL "H' cwri F DOOR W/SIDELITES DOUBLE DOOR CENTRAL MANUFACTURER NAME' Eo c zWM. 11 CONSIILTAML. II 813. 684.3831 D. C. er: WLN CHK. Or. RW 0.5" GLASS _ SITE SEE NOTE 1 TAPPH8x13 1/4" STEEL INTERCEPT SPACER 1 /2" INSULATED r1.A71Nr rROI. TEMSHOWNPERED WGLASS SIDELITE ONLY) Y Z H 1/8" TEMPERED g 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, qH8x13/ 3/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 r GLAZING COMPOUND 1/8" TEMPERED GLASS 3/4' AIR SPACE 1/8" TEMPERED Z GLASS o N 1' INSLAZIULATED TEMPERED GLASS GNG DETAIL SHOWN W/ CLASSIC CRAFT' SMC LITE FRAME REQUIRED FOR DOOR PANELS) 0625". THICK DOW 795 0.5' GLASS SITE GLAZING COMPOUND Z0* SPACER Y m 1 /8" TEMPERED SEE NOTEN 1/8- TEMPERED GLASS THIS SH- GLASS p 04O p.4 0 O pQ 1/2" AIR SPACE AIR SPACE 0 O O O3/4" 1/8' TEMPERED GLASS 1/8' TEMPERED SEE NOTE 3 THIS SHT. d. NGLASSx13/4" g% 8 3/4" INSULATED RN 3/4' STEEL INTERC 1/2" STEEL INTERCEPT SPACER gal lDIAZINGDETAILSHOWNW/ CLASSIC CRAFT" INTEGRAL GLAZING0625THICKDOW795 GLAZING COMPOUND 1"INSULATED TEMPERED ,LASS C.lAZING DETAIL SHOWN W/ CLASSIC CRAFT" TCM LITE FRAME SIDELITE ONLY) 1. THE 27.5" x 50.19" DOOR LTTE IS SECURED WITH (16) J8 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". 23.625" 33,875" AND 44.125' FROM THE BOTTOM OF THE UTE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) {J8 x 1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAJL 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 RECENE THE INSULATED GLASS. SIDELITE ONLY) mn \ j' E NTR a ju® L" B - `iJ e G 1T& ANUFA CT l' Lll ivr O> N O op OLoOa0 0 Z O M J 0O W OO 00 W00 a F 813. 584. 3531 vc. er: WLN a+k er: RW Dw Wwc NO.: 5-2176 smcn 7. or _9 4.03' I OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077" T;j7?j I t — 1.54" i 1 42 SIDELITE .TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1 47 n ao CC BOTTOM RAIL 50 WOOD COMPOSITE 1.077" —{ co _ r 1.54- CInFI TTF .RIANK. SIDE STILE 36 FINGER JOINTED PONDEROSA PINE CC TOP RAIL OWOODCOMPOSITE 5.75" 1 m SELF ADJUSTING SADDLE THRESHOLD 21 ALUMINUM/VINYL .045 WALL ALUM. 080 THK. WALL VINYL TYP. 39" RED OAK CAP 0TL 1.46" . CC HINGE SIDE STILE CORE MATERIAL. LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, EWOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR. INCENSE CEDAR OR REDWOOD. K4 SCREW, MAJOR DA 4.Omm 28 SMC L/TE FRAME W 4.565" 0 N L a o 0 00 zoo T $!5w in 3 = coo 0 2 35 38 WOOD FRAME r\ Wco CL U J 1.920 Z w tz CD 14 in N WING DOOR BOTTOM SWEEP gam - VINYL .080" MAX. WALL, .035" MIN. WALL 11 4:1 ryoW 1.375" 8-10 x 1 1/2" .10 PPH PLASCREW o nN DIM. LVAR^_ Q O o o Ce coBr+ 1 sSui.c61%r8xaar.urs3`-n8. rn3oz097'--4- STEE IES IHlT181dj W/GLASS Titwr+ cc 1 MANUFACTURER c SuL „ NTS srxE N75 oc. er: WLN RW p1iNY=2 7 46 TCM LITE FRAME MAST I F C r E # u A 9. N 1 RMA wLTRU h ield free 11 F min. = 0 si FIBERGLASS 2 3 CC IAMq 5UAOCX RM MN-Mli.OR US 04K 1,17' x 4. 4 CC 5 Wa = MUM-RU k OIK I. x 1.47 16 X 1 PHILIPS PAN HEAD SCREW STEEL 6 POLYURETHANE FOAM BASF, 1.916s. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 6 LONG REACH COMPRESSION WEATHERSTRtP ERMA-TRU FOAM 9 10 4 x 4 HINGE .09E THK. THERMA-TRU 10 x 3 4 I.G. PFH WOOD SCREW Hn to Frome S EL STEEL TF 10 x 1 LG. PFH WOOD SCREW STEEL . 12 13 8 x 2 LG. PFH WOOD SCREW 8 x 2 1 2 LG. PFH WOOD SCREW STEEL STEEL 14 INSWING DOOR BOTTOM SWEEP VINYL 15 2x OUTER WOOD TEST BUCK WOOD 16 17 2x INNER WOOD TEST BUCK MAX. 1 4" SHIM MATERIAL WOOD WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 NOT USED 20 HEADER 4.565" x 1.17" THERMA-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD WOOD ALLW 22 HINGE ,1Mt8 4.565 x 1.1E T1iER144-TRU PONDEROSA PINE WOOD 23 KWIKSET 71TAN 700 SERIES DFJIDBOLT 24 25 ASTRAGAL WINDJAMBER II WR687 .052 WALL GLAZING. 1 2 INSULATED TEMPERED GLASS LUM. 6060-7 GLASS 26 27 28 NOT USED 8 x 1 " LG. PANHEAD SHEET METAL SCREW I 'TIC F min. MC 6,200 s+ THERMA-UPwithstyeLITE MC L 29 K40 x 1• 4.Omm FOR IIEll 2B STEEL 30 NOT USED 31 INSWING SIDELITE BOTTOM BOOT VINYL . 32 33 34 35 1 8 THK. CELLULAR GLAZING TAPE SIIK-II TAPE 1 x 0.04 DfA WIRE BADS 3 8" COVE MOLDING 8(ANK JAMB 4.565 x 1.1E THFJtHA-TRU, PONDEROSA PINE STEEL WOOD WOOD 36 1 WafrE SIDE STILE -TRU 1.531 x .656 PONDEROSA PWE 1 37 10 x 1 3 4" LG. PFH WOOD SCREW SWOODTEEL 38 39 UTCH ,l4MB 4565' x 1.17' -TRU PONl1EROSA NOT USED WOOD ALUM, 40 SIUCONE CAULK SILICONE 41 NOT USED 42 43 ZW WP Q WITW RAIL TRU. 0x 5 POhDoM PRT 8 x 2 LG. PFH WOOD SCREW WOOD STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 PLASTIC UP LITE FRAME 7Ck( THERMA-TRU with ' eld str (h F min. = 4,674 si TCM 47 48 49 8 X 1-3 4 PPH SCREW FOR lTEA4 28 k 46 GLAZING, 1 INSULATED TEMPERED GLASS GLAZING, 3 4 INSULATED TEMPERED GLASS STEEL GLASS GLASS 50 CC 60170W RAIL (150' x .883' THOW-1RU WO00 COMPOSITE) WOOD COMPOSITE 51 3 16 1APCON ANCHORING ELCO, 1.75 MIN. I.G. STEEL Z 4J O > 8. 0" 1 0O co N O co CL j N592- ASTRAGALRETAINERBOLTN_ Go W O O MATERIAL: C/R ROD ZINC r ? YELLOW CHROMATE OD S- nWco a IONG REACH COMPRESSION FOAM CELL CORE W/VINYL WEATHERSTRIP JACKET 3" z N 1.158 m DRILL TRU FOR Ig. g m A #8 PFH WOO DRILL 7RU FOR o Pz SCREW 2PLCS .357" DIA. ASTRAGAL u a RETAINER BOLTS >- m WINDJAMBER P WR65T STRIKE PLATE COMPRESSION WEATHERSTRIP BY THERMA-TRU 1, RETAINER BOLT FOAM CELL CORE W/VINYL JACKET T- 0 aoX o /-1 N1VtiAN ACT 0 RlIJz T 4 Tl Ga+ su684-1, 1 813.684.3831 24 we 1117101 WINDJAMBER II WR58T SCAM NTS ASTRAGAL ( ALUMINUM 052" WALL TYP.) o o. 8V WLN a«. BY: RW pg11MWG NO.: 5- 2175 sNcaT 9 a 9 Page 1 of 1 ; daphne From: "Matt Smurr" <msmurr@MorrisonHomes.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 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 1/100004 THERMA o TRU CLASSIC CRAFT SERIES' 110 OuTSWP4G GLAZED FIBERGLASS DOOR WRH WOW FRAME 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MYWI-OADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LTSTM AND SPACED AS SHOWN BENS OND WALL DRESSINGORSTUCCOO. TO BASE MATERIAL 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT W THE WATER REOUIREMENTS FOR MW8-DAOE COUNTY WITH THE USE OF THE HIGH DAM BUMP THRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. 6, MLAW -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDELUES ARE AN OPTION AND CAN BE USED IN A l SINGLE OR DOUBLE CONFIGURATION. Fiberglass skin 0.127" minimum thickness, SMC Fy min. =6,000 psi h et idelile: Fiberglass skin 0.070" minimum thickness. SMC with yield strength Fy(min.)-6,OC psiPolyurethanefoamcone, rithl.9 Ibs. density by BASF. I n The pond skin 's constructed Iron a 0. 127" thk. sheet i ). The interior is is filled with 1.9 ins density -f4lSF i poh,umthare loom. The panel face sheets are glued to the wood sties, and roll 7I " Ivtch OW hinge sties ore LVL or !A. The latch stile which s 1.426 x 4.09 s the bldl mrdacemenL The toopp o bottom rd ae of o wood torrlpmite moterid. N this dp,b7e door oppli.Tt tM mocliv. doom fWd firth an e ruled aluranum ost. of 606046 dloy. game Construction: The frame is conslractsd from finger jointed pne.SiT,u" wide x 125" thict; The heoder is joined to the side w8h 3 x j 5 PEH Scans at each side. The thresholds joined to theWide _le' iambs i /2 /8 x 2.5 PFH Screws d Vodr side. The mu6ons ore securedo9ess.T n o se application using 18 x 2 long PFH Wood Screws (6 screws yen eoch muf6m The units use an Outs mq Burp thndrdd m.osurig 4.615 r . Skt4 Lip Life - OA size is 21.656' wide x 58.093 secured w 1 6 x 1.5 Long Tit .$crews. The homes are seded .with scone coulkiq (Do. 795) to sidefte ponel and to the gins SNerde ins: SIX Lip Ole with yield strength Fy(min.)-6200 psi t RC Lip life Mrwyield strength Fy(nvn_)-Z 145 psi - OA sizes 9.65" wide x 65.85" high secured 8x1.75' Philips Pon Head Screws The frames are sealed with silicone codkiq ( Dow 795) to sidefle pond and to the 96= Inlegrof Rush Glared - The sideRe sash tote panels am molded to receive the isolated (loss Oho glass is ottodw:d to the sidelile fa" sheets with sikone oukq compound ( ) TABLE OF CONTENTS SHEET t7 I DESCRIPTION _ E L W TH 35. 75" MAX. EL WIDTH N U J is 14. 869- 2MAX. _ 0 x WIDTH x o x4a a O 0 o l3 ur) o X 3. X n0 VJ ® ® O a In L SINf. I F OLRSV4NG UNR r 74.5" MAX. OVERALL FRAME WIDTH ----I O X _ U 1 869" 1 869" o w D. LO. D.L.O. WIDTH WIDTH J A Ui O INAC AC In ronP La SEE DETAI nnllRl F OIRSWING UNR 1MAX. OVERALL FRAME WIDTH 36.626. 625" MAX. 15.5" MAX. rPANEL WIDTH FRAME WIDTH W/ASTRAGAL 8- MAX U 4u S 14 869" 14 869" o MAX. D. L. O. MAX D. L. O. WIDTH WIDTH h r YE INNACI SEEDETAIL A" SHEET 3 13- SIDELITE WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX D-LO. WIDTH INTERGRAL LI7 DOUBLE W/ 5IDEI rTES OUTSWING UNfT (,) f v ALL ELEVATIONS r66,5v MAX. OVERALL FRAME WIDTH 15.5" MAX. VIEWED FROM FRAME WIDTH THE INTERIOR URE RATING MSURFACE ERE WATER INFILTRATION REQUIREMENT 15 NEEDED47.0 PS+47.0 PSF 70.0 PSF +70.0 PSF WT W Z U CJ x 0 O J i OOXonn a 0 SEEDETAIL A" SHEET 3 13.938' MAX. SIOELfTE WIDTH 7.725" MAX. D.L.O. WIDTH UP LITE 7.0" MAX D.L.O. WIDTH INTERGRAL U1 Wffl 67 11 wJFl,r V r U x o 14. 869' o I DLO. WIDTH a ro e ui n O_ N O OD O CD dO=N MZO N LJ trO g O j O 2 Q 7A LU C:L Al UU SING NSUISANTS, WC 813. 684.3831 NTS er: WLN ar: R W 5-2177 1 OF r 13 m e W I UW 8 0 S 3 28 1' MIN, aW>4 GLASS THK. O y INTERIOR 29 i 1.68' MIN. PANEL THK. 1 8 7 O o 2 PANEL THK. o I iU D < J 030 `a T ffi1mog nN ZyZy w SEE GLAZI, w DETAILS 4a j3J5} SHEET E O X FXTEHIOB b vZEw J 49 0 INTERN obi NOTE 3 SHEET Z - DD L 33 -E NOTE 3 ZZ THIS SHEET 192m NW 52 43 SEE NOTE I THIS SHEET e . e' VER'fIG".L GROSS,QN Z t FRTICAL CROSS SECTION -2 OUTSWING SIDEUTE PANEL - YOUTSWING DOOR PANEL THE CROSS SECTION IS WITH LOW PROFILE THRESHOLD SHOWN HE "CLASSIC SEE DESIGN PRESSURE TABLE) CRAFT' FLUSUSH GLAZED k 3/4' GLASS kL.IE HlltAL FIL ' 'I rtiA I, `o A. iidTi. 'kJ i' J INTERIOR I - MIN. EXTERIOR GLASS THK. 29 SEE NOTE 2 1.68' MIN. THIS SHEET . PANEL THK. 39 z 7 c in co W 51 e' e 1 a, 1 RTi ROSS SECTION 2 OUTSW'ING DOOR PANEL W/ HIGH DAM SEE DESIGN PRESSURE TABLE) NOTES: 1. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 8 x 2' PFH. WOOD SCREW. THERE ARE (4) AT EACH VERTICAL. JAMB, FROM THE TOP DOWN .AT 13.57. 31', 48.5- 66-. 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. 2. THE HIGH DAM THRESHOLD 1S ONLY USED IN AN APPUCATION WHERE A HIGHER WATER.PRESSURE MUST BE ACHIEVED. 3. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8- OUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.D4' OLA WIRE BRADS AT 2' FROM EACH END A MAX. OF IZ' O.C. 813.654.3831 DATE 11/7/01 Scxe NTS owe. BY. WLN ciao BY: RW o uwirc w_ S-2177 sneer 2 or 8 z l ASTRAGAL RETAINER BOLT 8.0' LG. TOP 18 EXTERIQB do BOTTOM (2) BOLTS Z Y AT TOP do (2) AT BOTTOM Z la I Ml 6 27 1 8 7 24 z 1 I TI N 3 - O ASTRAGAL 6 m 4' r25" MAX. SHIM 48 28 R a `'• 15- MIN. fE C—SINK EXTER C 12 Jmi 49 a YINTERIOR z 1, p o o g 29 CpOoOO1 O -2of CCZQO 1 Y INrERIQ 45 SE NOTE 3 < 00 Q SEE NOTE THIS SHEET x2 THIS SHEET A" WO a DETAIL OPTIONAL ADDITION OF SURFACE BOLT UJZ Q 00 Z JOF tz OV) N IV Q U u 2 R CROSS SECTION 36 6 J 3 O MUWON Uqv 15' MIN. 3 SEE NOTE C-SINK 3 34 9 SHf.4 16 17 INTE6IQB 3 3 O S10EUTE TO BUCK NOTES: BOLTS ARE AN OPTION ON THE ACTIVE DOOR 70 ACHIEVE A1, THE SURFACE HIGH,PRESSURE RATING. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM tom'•.`! ^. j'"'• 1, f\4y 2. OF THE ACTIVE PANEL AT 2.5' CENTERLINE FROM THE LATCH STILE EDGE. 1 1 o Lim ]aaa 1 THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD pp8 PFH WS. WITH ((2)) x 2.5" 3. THE SURFACE BOLTS WERE A77ACHED TO THE ACTIVE PANEL WfTH (4) 10-24 SEX BOLTS. Z a 00 O 0 0 Op o o % Uz w IV J 36 n w SEE NOTE 9 SHT.4 N 813.684.3831 WE: 11/7/14 sc&e NTS DWG. er: WLN CHK. BY: RW o M.: S-2177 r 78EXTERIO 25" MAX. Y SHIM SPACE 38 ao w ez i 1S 3 _a 16 ooe 13 •. o-e'.e0. 1 1 HORI7ANTAL CROSS SECTION 15' MIN. 4 LATCH JAMB TO BUCK, C-SINK 1.15' MIN. EMBED. NOTES: 1. THE SIDELffE 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 p8 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1' 3 57. 18.25 7. 54.0', 77.0" 90.25. 92.25 do 94.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) p8 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2-5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) JS x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0 23.0", 40.0 57.0 74.0' k 90.5. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS: 6. SPACING FOR I8 x Z' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 7 314' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE 110 x 1 314" 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 315' QUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING. 1'. x 0.04' DIA. WIRE BRADS AT 2" SEE NOTE 1 SHT.4 CENTRALSl- 2lJ®Yl> MA 1LYo 0 L L' 19IL1 1v ILJB' AC 1 CJa ER 1NCa.MEo c! p [ TrU Z - STER ME • # . 25" MAX. IM SPACE V, 48 9 O a. z 29 Z= 10 y y 6 J 7 v. U co w a 8 22 2 H RI NTAL cgQa.5T N 15" MIN. C-SINK 13 4 HINGE JAMB TO BUCK, 1.1$' MIN. v EMBED. 16 EXTERIOR SEE NOTE Y 6 Y SHT. 5 3 z 13 w IL 29 g U SEE NOTE 5 SHT. 4 v 43 0v00 00 O. O O o 000 Vz a Y Lu o 33 X SEE NOTE w pn zz 9 THIS SHT a NOTE 6 4 3HOR17ONTAI CROSS SECTION 4 ® STRIKE JAMB TO SIDELITE SEE NOTE 7 SHT. 4 DN${Jl]ANfS. Zr 613.684.3831 SCALE. NTS D°C. BY:' WLN cm. BY: RW 0w me No.: S-2177 SHEET 4 DY E SEE DETAIL -F- i SHEET 5 6_. 6" 6. 3' 3' 3" 6" 6' 6 3- 3. 3. 3' f. 3 1 tl II II I 73 II II I 13 _ TYP SEE NOTE• TYP• SEE DETAIL SEE DETAIL 3 SHT. 5 'F" . _ 'E" TYP. 13 13 TYP. SEE DETAIL TYP — H. B, u CN zo 1 L V) b V) UJ UJ aN t SEEto A i EToL" L 3EE DETAIL - C" TYP. O_ > r\ OD O co cr Z O U w O LjiCOno n L EL 7 7 TYP. 7 .,. , TYP. 17 I 641 _ - T - T r 3'—i YA6 36" C1Ldl V 113' oA i lrjSEEDETAILIva, N F 4, CTjIBER N KE o H" SHT. 5 DOUBLE DOOR W/SIDELITES M ASTEflt =i' Y:f # NOTE: TAC T US -412" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE 1 JAMB OR ASTRAGAL 2CEP7 IN . THE MULLED euaa 7 DRILL THRU FOR APPLICATION WITH THE SIDELITE USE ITEM 143 A 16 x. CONSULTANTS. 37 77 73 A 0.357' BOLT DEEP 0 _ 8i3. 6aa.3837 ENOUGH FOR A 2" 2 PFH WOOD SCREW. BOLT THROW o.TE: 11 7 01 13 o sckZ N.T.S. 10 0 SURFACE BOLT Vac. By: WLN SURFACE BOLT STRIKE PLATE puc; By RW STRIKE PLATE DETAIL " H" DRAWMG No IL .: 70 DETAIL F S-2177 DETAIL F" DETAIL "G' ASTRAGAL STRIKE PLATE RETAINER BOLT HOLES do OPTIONAL SURFACE & OPTIONAL SURFACE - s.ELT 5. or E BOLT STRIKE PLATE BOLT STRIKE PLATE SEE DETAIL K' SHT. 6 SEE DETAIL 'F" SHEET 5 6" 6" 6, 3' 3" 3 f-3" 3 _ I1I I I I I 1i i7Y3P. II SEE NOTE TYP. P SEE DETAIL ai SEE NOTE 3SHT 5 E DETAIL 3 SHT. 5 E" TYP, N to TYP d n n Ui N1J - 13 TYP. Typ N M^ SEE DETAIL 52 .M - K- 51 -L• - 52 - L- I I t t TYP. t t I' I 3" -- i 3. 3 6- 6' 3" 3- 6^ 6- SEE DETAIL J' SSrHT.66I DOUBLE DOOR W/SIDELITES 1 0 O O SURFACE BOLT STRIKE PLATE DETAIL K OPTIONAL SURFACE BOLT STRIKE PLATE 1 0 SURFACE BOLT CENTRAL gSTRIKEPUTS 1V g gQ.L'.J f) F7AIL "J" j- C MANTUFAOPTIONAL SURFACE BOLT STRIKE PLATE u SEE DETAIL H- A- 51 51 q- - t t TYP. t t t TYP. t t 3 6' 3' 3- 3, 6' 6- 6" SEE DETAIL H" SHT. 5 DOUBLE DOOR O >_ O o0 O < n O °p T N 0- O Qoo zaIS 1 tT) U J Li.i OWO Cc): O T f\ DETAIL In M a:SEE uj a E' TYP. N Z N O h J m t:mF4 OOm 2 Astn ¢ c1IU Z` III813. W4.3831 DATE' 1 1 /7/01 sans N.T.S. DWG. try: WLN I73 e I o 1L' CHK . e'r: RW Dn wc pro.: 5= 217Z J 0 ° 6. 6 or E T 0 tV 097'1 Ovaa OAK CAP 1.50' 1.46' Oa BOTTOM RAIL NY)OD COMPOSOE HI F w ETA F Oq CORE MATERIAL' LVL OR LSLALTERNATEGOREMATERALPONDEROSA RADl47A PULAI, Ei-L017A TAEW OR $UCAfi PINE. OOVOUlS OR M141TE FW, CER4R. INCENSE CEDAR ORREOWOOO. DRIu THROUGH FOR DRILL THROUGH FOR 357' DI4. ASTRAGAL A 18 PFH W000 RETAINER BOLTS SCREW 2 PLCS fN0.5 4BER 11 W268T RTRKE PLATE 1.50 1.077- OCC TOP RAIL WOOD COMPOSDE w N dnf1DF BLAuK GOF „T!I% 36 FlNCER JOINTED PONDEROSA PINE 4^—T-531'—i vI 42 < miT TIF 70P BOTIDM .RAIL6ffiJOINTEDPONDEROSAPINE IAINER LTS 24 WIND,IA PER 11. WR68T ACTRAGN ALUMINUM 052' WALL TYP.1 2.116" I 1 28 MOLnFD OPEN I rrF SMC .FRAME EXTRUDED SMC 4.565' T IN - N 0 WOOD FRAM - 9 4.625' m Pr 1 A O , n 19 [XRGY/INn GIMP F F NUM/WOOD THRESHOLDm' . 050' WALL TYP. 1p 92- 1 I 79- F HK=H D4M THRESHOLD Sg op m I q 8.0' 9' . 175 17' g 1 nrx: Ro OPPRESSION WEATME7i_?RIP R : RETAINER BOAT cpwpl3FS5-1'TN wFATH RSTRIP BY ERMA-TRU ecTr Ate--- FOAM CF1 L CORE. FOAM CELL CORE W/1'ITM JACKET MATERIAL C/R ROD ZINC WMNYL JACKET & YELLOW CHROMATE 2. 875"-------- I T oo ATTACH TO SILL USING 110 r 1 F. H. SHEET METAL SCREWS PRO WITH BOLT. i ," i-AF/Lrl' _ Ln O i U 813. 684.3831 Mre 11171O1 NTS 1wc. 8T: WLN XK. 8T: RW sHEEI 7. of E 1 m DESCRIPTION Material I FIBERGLASS TFt RMA TR i h ' f n h F = i 21HERUA-TRU WOOD COMPOSITE). WOOD COMPOSITE 3 CC LATCH STILEAUICK BLOCK (THERMA-TRU. LVL OR LSLk OAK 1.50" x 4,125 4 CC HINGE TILE (THERU4-TRU, LVL OR LSL 1. ' x 1.4 7 5 INOT USED 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. THERMMA-TRU _ STEEL 10 10 x 3 4 I . PFH WOOD SCREW to Frame STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2" LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 INOT USED 15 NOT USED WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM WOOD19ONEPIECEBUMPFACETHRESHOLDTHERMA-TRU 20 HEADER 4.656 x 1211 -TRU PONOElzOSA PINE WOOD 21 NOT USED 22 110GE JAMB 4.656" x 1211' ERMM-TRU PONDEROSA PINE WOOD 23 1 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER ITWR68T .052 WALL6060-IE 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 NOT USED STEEL 27 6 x 7 LG. PANHEAD SHEET METAL SCREW 28 MOLDED OPEN LITE FRAME EXTRUDED SMC with the 06d strenj 6,20D psi SMC 29 K40 x 1.50 PT THREAD SCREW, MAJOR 5l0. 4.OMUA FOR REM 28 . STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 X .04 DIA WIRE BRADS STEEL WOOD 34 3 8 QUARTER ROUND MOLDING WOOD 35 IBLANK JAMB 4,656 x 7.211 THERMIA-TRU, PONDEROSA PINE 36 ISIDELITE SIDE STILE THERMtA-TRU 1.537. x .656 PONDEROSA PINE WOOD 37 1.410 x 1 3 4" LG. PFH WOOD SCREW STEEL 38 INOT USED ALUM. 39 1 HIGH WATER DAM THRESHOLD SILICONE401SILICONECAULK 41 INOT USED 42 1 SMUTE TOP & BOTTOM RAIL -TRV 1531 x .656 PONDEROSA PINE WOOD 43 118 x 2" LG. PFH WOOD SCREW STEEL 44 3 16" SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 T USED TCM 47 NOT USED STEEL 48 GLAZING, T INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 Cl BOTTOM RAIL 1.50 x .94 7HERMA-TRU WOOD COMPOSITE WOOD COMPOSITE 51 3 16 TAPCON ANCHORING ELCO. 1.75 MIN. LG.2.. STEEL 52 3 16 TAPCON ANCHORING ELCO, 2.5 MIN: LG. STEEL 53 70-24 SEX BOLT STEEL 54 IPLASTIC LIP LITE FRAME PVC with o vield stre th F min =2 145 psi I PVC 453" GLASS SITE E XT RIOR 0 o. O O.0 0 0. INTERIOR z = 6. a 0.5" GLASS SITE O Ril cWo O Q O O 0 O O O 1/2" STEEL INTERCEPT SPACER ix/4"" INSULATED TEMPEF GLAZING DETAIL SHOW CIASSIC CRAFT" INTEGF SIDELITES ONLY) Y z ZO> 1/8" TEMPERED 48 = GLASS Q v 1/4" AIR O co a N = 1 SPACE Z O n 1/8" DECORATIVE M O w — GLASS IX O O 0 1/4" AIR Q Q CO 3/4" STEEL SPACE INTERCEPT 1/6"'TEMPERED Q _ GLASS a F- 1" INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W/' CLASSIC CRAFT' SMC LITE FRAME REQUIRED FOR DOOR PANELS) Z 453" GLASS = k n d BITE o0 5 2 Z"JI' o 1 3 40 a,:! i s EXTERIOR 7/8" ANNEALED o v 4z GLASS dU o... o J p ., 25" AIRa N o z m o o .° p SPACE a v n 0 0: D m1/8" ANNEALED 5 GLASS INTERIOR 3 .25" STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SIDELITES ONLY) 0625" THICK DOW 795uj GLAZING COMPOUND o 1/8" TEMPERED GLASS i 1/2" AIR SPACE evu.wr+c 1/8" TEMPERED c«+sv T xTs. we ais.eaa.3a31 Z Y GLASS FL® a9/7 scut NTS G N ow, ay: WLN wx, ar. RWGLASSAC11v + ^r' rnuwwc No.: jX,S`,::u' BILE