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HomeMy WebLinkAbout218 Venetian Bay Cir 04-1807 New SFHCONTRACTOR ADDRESS Morrison Homes 151 Southhall Ln #200 PHONE NrUMBER Maitland, FL 32751 407-257-6940 PROPERTY OWNER CRC 041929 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT 4 0 DATE / O/mo V PERMIT DESCRIPTION S/ ("— PERMIT VALUATION / c) 0 SQUARE FOOTAGE 7 V o oOfiTUp p1? City of Sanford Certificate of Occupancy This is to certify that the building located at 218 Venetian Bay Circle for which permit number 04-1807 was issued and has been completed according to the plans and specifications filed in the permit, to wit a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz 11/01/04 Engineering: D. Richards 11/04/04 Public Works: J. Crumpton 11/02/04 Utilities: R. Blake 11 /01 /04 Fire Department: Zoning: Morrison Homes ''` -' — 11/05/04 Property Owner Building Official Date DATE: CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL. INSPECTION Single Family Residence* 10/29/2004 PERMIT #: . 04-1807 ADDRESS: 218 Venetian Bay Circle CONTRACTOR: Morrison Homes PHONE #: Randy 407-448-1246 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. Engirneeriog----V"' i i /y / oy Fire Public Works Zoning Utilities Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY .91k REQUEST FOR FINAL INSPECTION J Single Family Residence* f DATE: 10/29/2004 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION Single Family Residence It 1 DATE: 10/29/2004 iwtid 7s{ `' vv PERMIT #: 04-1807 ADDRESS: 218 venetian Day Circle 0 CONTRACTOR: Morrison Homes PRONE #: Randy 407-448-1246 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 tiliti s Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL Is CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 11/01/04 15:28:08 Location ID . . . . . . Parcel Number . . . . . . AlteTnatQ 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 241015 23.19.30.502-0000-0310 218 VENETIAN BAY CIR Free -form information LOT 31 *************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1807 PD 5-4-04 SEE REC#6701 3/4"WA METER SET FEE $190.00 PD 5-4-04 REC#6701 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) October 13, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 31 Venetian Bay, 218 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 218 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 31, "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 & Associat4nc. Darae L. Przemienec,..M Associate Vice President DLP/bb Herx * .4880ciates 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 S 89°59'43"W 50.00' L 2 N 89°59'43-E 50.00' NARCISSUS AVE. TRACT G 10 ' ADDITIONAL RIGHT OF WAY 2. 2'1 L 1 r2. 2 1-6- BRICK WALL: SET s o/s LOT 31 o sEr s' o/s A • GRADINGo 5. 500 SO. FT. N cov. 24.1 PORCH o 0 O 15.3' O nc r o r -r 0O 1979 r O Py O YORKSHIRE -A & B- O z SINGLE FAMILY RESIDENCE n n V FIN. FL. ELEV: 16 4 i°„ V nr`nnLOT 30 rn o Mm LOT 32 n m i rriy O O a6. 0 0, O 12.7o O O 21. 3' Cl O 01 :I v; CITY OF SANFORD CIL ADDRESS: 218 VENETIAN BAY CIRCLE (50 - R/W) LEGAL DESCRIPTION. Lot 3 1." V E N E T I A N BA Y according to the plot thereof as. recorded in Plat Book 63. at pages 84 - 88 of the Pubic Records of Seminole County. Florida. VENETIAN BAY CIRCLE TRACT "F - PRIVATE ROADWAY FLOOD HAZARD DATA: The Parcel shown hereon lies 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 determination was performed by graphic plotting from Flood hsu-ance Rate Maps pprrovided by FEMA. No field slrveymg was performed by this Fi-m to determine ilus Zone. The exact zone location can ordi be determined by on elevation study. We assume no responsrblity for actud flooding condtions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of - way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. B. Copies of this Survey may be made for the original transaction only. Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2004 Herx & Associates Inc. All rights reserved SETBACKS. Front 25' Rear 20' Side 5 ' Corner IS Minimum Lot Width 50 Note: Beanegs shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark assumed datum) BOW Back of sidewalk CIL Centerline d Central or (Delta) Angle CALC Calculated CB Chord Bearing CD Chord C.M. Concrete Monument EL. or ELEV Elevation (Proposed) FINAL EL.. Elevation (Measured) FD. Found Fin.Fl. Elev. Finished Floor Elevation I.P. Iron Pipe I.R. Iron Rod L Arc Length LB Licensed Business LS. Land Surveyor Mea Measured N/D( N&D) Nail and Disk N.R. Not Radial O/S Offset O.R. B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.C. P. Permanent Control Point PG. Page P.R. M. Permanent Reference Monument P/L Property Line P.O. B. Point of Beginning P.O. C. Point of Commencement P.I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES, Residence R/W Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol ( see drawing) X—X- Fence symbol (see drawing) Certil' ation: Not valid without the signature and the original raised seal ore /S alicensed Surveyor and Mapper Drawn by: AH Thi s e meets the requirements of the Flori 1 Minimum Technical Chocked b y : DP And ained in Chapte 1G 17-6 F ida Administrative Code. CERTIFIED T0: Pr•pored For: MORRISON STEPHEN WONGJobNumber: 02-017-02 MORRISON FINANCIAL SERVICES OF FLORIDA. L.L.C. Scale 1 30' UNIVERSAL LAND TITLE. INC. Plotplanperformed: 03-08-04 L.S. FloridaRegisteredLandSu eyorNo.3182 FIRST AMERICAN TITLE INSURANCE CO. Foundation Survey: 05-19-04 Darae L. Przemieniecki, P. S.M. Registered Surveyor and Mapper No. 6030 Final Survey: 10 - 06 - 04 William R. Herx, P.S.M. Registered Surveyorand Mapper No. 6092 OCT O r M 0 Ro v i s i on f I-lerx & Associates Inc., State of Florida LB 4937 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. 218 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 31 ; `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 ##.ice) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barder 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, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 16. 4 ft.(m) o b) Top of next higher floor NA. _ft.(m) U) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) 00 o d) Attached garage (top of slab) 16. 1 ft.(m) E o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 15. 8 ft.(m) AC Service E cu o f) Lowest adjacent (finished) grade (LAG) 15. 7 ft.(m) Z' .2 o g) Highest adjacent (finished) grade (HAG) 15. aft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) FI. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATI 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 SIGNATURE DATE TELEPHONE 10-13-04 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I 218 VENETIAN BAY CIRCLE unq rvunloci CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams H with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or E] Wow (check one) the highest adjacent grade. (Use natural grade, K 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 FEMAassued 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 G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions V c' CITY OF SANFORD PERMIT APPLICATION Permit # : i — 126 ` r 1-Date: & - U "04 IZCJobAddress: t e t 0,1 C r y T— Description of Work: iQP1r r-1 LA. Historic District: Zoning: Value of Work: $. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required -for other than X) Parcel #: Phone & Fax;. Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer Address: Attach Proof of Ownership & Legal Description) State License Number: Phone: Fax: hone384- 17t5'a"C'. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the 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: Initial & Date) Special Conditions: Zoning: of Florida Lien Law, FS 7743. _- rin o— ntractor/ t' N me tJ- (.rj nb Signature of Notary -State of Florida Date P% Andrea K, MU86 / Contractor/ Agent is Personally Known to Mh i MYDD28T1S0 Produced ID `_.o Expires November 16. 21107 Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) COUHTY OF S[MINOiE /.)/ IMPACT FEE STATEMENT T /l7 / L ' ISSUED BY CITY OF SANFORD r%y| STATEMENT NUMBER 104-76022 DATE BUILDING PERMIT 00/10(CITY) : UNIT ADDRESS: TRAFFIC ZOHE "URISDICTIONs PARCEL: ... ... ___................ ...... SUBDIVISION : PLAT BOOKu PLAT BOOK PMUEu LOT: OWNER NAM[: ADDRESS: APPLICANT NAME: _ `/r{^~t _wh el.l_ ADDRESS: LAND CATEGORY: 001 - Single Family Detached Hcuse TYP[ USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FE[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIENT SCHEDULE DESC. UNIT OF UNITS | RUADS ARTERIALS CO -WIDE O dwl'unit $ 705.00 1 $ 705.00 ROADS COLLECTQRS NORTH O dwl unit $ 142.00%- 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SC|S CO -WIDE O dwl unit $1,384.00 ^` 1 $ 1,384.00 AMOUNTDI $ 2,285.00 STATEMENT RECEIVED BY: SIGNATURE: ______... ........ ... ... .... ... .... .... PLEASE PRINT NAME) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NSUR[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. P[RSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRIT7EN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 3O0 NORTH PARK AVEHUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR -MONEY ORDER, AND SHOULD REFERENCE THF STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF AT** FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION 01' b Date: Permit #.: ai gaV16 37V Job Address:/%/ az 66 tq L to DescriptionofWork: Historic District: Zoning: Value of Work: $ - Permit Type: Building --v/_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines Plumbing/ New Residential: # of /Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: • 6 Construction Type: eM u # of Stories:. # of Dwelling Units: Flood Zone: X_ (FEMA form required for other than X) 0 Parcel#: 23—l9 30-- SO2— 0000 0 (Attach Proof of Ownership& Legal Description) Owners Name &Address' o s/ SourHHhGG cstNtr /y/t/ 4,AW i ate(/ L / J / Phone: .rf i vv Contractor Name & Address: 0 qdQ/ ifQ `i` SLtate o ense NumberG .G . n v t- 7 Q/' rOit / f - a Phoner Q7 L2 / I Y 0 Phone & Fax: 00 % 0 S7 '.0 t ers n: ; Bonding Company: A1A Address: N tt . 4 Mortgage Lender: /V4 t1 Address: ` ..A D Architect/ En1ginee r:l /M6 j a y 1 `j p g Phone: f 7 Address: diJ efH/ n%mRlr/J rL.Or' A : c _AWA Application is hereby made to obtain a permit to do the work and instal.' ,indiaea:ed-+certffy"that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A 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 wate management districts, state agencies, or federal agencies. Acceptance of permit i rification that I will notify the owner of the property of the requirements o rida Lien Law, FS 713. 4 g Signature of Owner/ Agent Date Signature of Contractor/Anent Date OCD N y/ 2E 2 y NIA - o L 2 04 $ Print Owner/ Age s Print Contractor/A z = 3 e Z U Q U, o ( Signature of lorida D e Signature of otary-State of Flo a to aJ`°d w to Owner/ Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or ny: • 6z _ Produced I "A — Produced ID Utilities: FD: A PP ATIONAPPROVEDBY: Bldg-1 Zoning: Initial & Date) (initial & Date) (Initial & Date) (Initial &Date) Special Conditions: coP hozcla(k ince c-fl• rr. coal 111111011MUNINIM0111ttIne1welanuam"Issalong IARYANNE MORSE, CLERK OF CIRCUIT COURT Permit Number: V l 19 U- Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. SEHINOLE COUNTY BK 05238 FAG 0562 CLERK'S # 2004QI43547 RECORDED 83/24/M4 12130:22 FM RECORDING FEES & N RECORDED BY S O'Kelley CERTIFIED COPY MARYANNE MORSE CLEF% nF CIRCUIT COURT GENII .JLE (;OuN, FMA 1--- u'rtr d, mitt pR 2 4 2004 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: / Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages.84-88, of the public records of Seminole County, Florida t ,, / Street.Address > )r?/e- Sanford, FL 2. General description of improvements: New single family, residence 3. Owner information : Name omson Homes Address 51 South lRall Lane. Suite 200 Maitland FL 32751-7172 Tel Number ( 407) 629-0077 Fax Number ( 407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name i"' P, P—EK- 1' 11 OH Address151 South Hall Lane. Suite 200 Maitland FL 3275.1-7172 Tel Number ( 407) 629-0077 Fax Number ( 407) 629-5282:: 6. Surety.: N.A. 7. Lender: N.A. 8. Persons within the State of Florida.designated by the Owner upon whom notices .or otherdocuments may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13( 1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date of recor llt-1 DateSigned: 3--- Signature of Owner's Agent, MPtKE MVt)IJ Sworn to and subscribed before me this by Maria Lisa Steiner, who is personally known to me. roa*Ay ,puk D.kCLERK MY COMMISSION t DD 214811 Signature of Notary: ---- Notary Seat: * * EXPIRES: June 27, 2007 O' SandedThruBudgetNofsulServk9s Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL 4t 5rmini la• Ctwnly Ae f+rrt frrvnrtr I M V- lir%e Nt. 1YgltIrd 1.1. J2" 1 407-(hC ^ 51k, GENERAL Parcel Id: 23-19-30-502-0000-0310 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 218 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 26,000.00 $26,000 t < Back > 11111 a a `' ; 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $26,000 Land Value Ag: $0 Just/Market Value: $26,000 Assessed Value (SOH): $26,000 Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION PLAT LOT 31 VENETIAN BAY PB 63 PGS 84 - 88 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. I of 1 3/18/2004 9:46 AM ZFerx Jk ss®ciates Inc. L a n d S u r v e y ors 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 S 89°59'43"W 50.00' L 2 N 89°59'43-E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY LI LOT 31 0 A" GRADING o 5.500 S0: FT. N cn COv 24.7' PORCH p O O 15. 3' 0 O 1979 O YORKSHIRE -A & B" SINGLE FAMILY RESIDENCE VFIN. FL. ELEV:16. 3 L01' LOT 30 o m 65. 0D 40. 0'W O a6. 0'a O 12.7'0 O 21.3' CIL 50' R/W) CITY OF SANFORD LEGAL DESCRIPTION. Lot 3 1." V E N E T I A N BA Y " according to the plot thereof as recorded in Plot Book 63. at Pages 84 - 88 of the Public Records of Seminole County, Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Q m y O O LOT 32 4 37. 22 ' L2 N In O O S 89° 43 .W Y 9'574.00 P•C•P• \ REFERENCED BEARING VENETIAN BAY CIRCLE TRACT - F " PRIVATE ROADWAY SETBACKS: Max Coverage - 64 Front 25' Reor 20' SITE DATA Side 5 ' Corner 15' MPERVIOUS SO. FT. _ 56% Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA -3077SO.FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89*59'43 W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l I e r Engineering, hc. Job Number 2001. General Notes: Dp r 1. This is BOUNDARY Survey in the field on / AOp O S G D. Legend Temporary Benchmark O/ S O. R.B. Offset Official Records Book aperformed2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum) PB Plat Book subsurface7aerial encroachments, if any, were located. BOW Back of sidewalk Centerline PC Point of Curvature 3. Buildingties shown are to the exterior unfinished foundation surface or formboard. J aCentral or (Delta) Angle P. C. P. C.P. Point of Compound Curvature Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALL Calculated PG. Page Construction plans provided b the Client unless otherwise noted, and are shown PPYCB Chord Bearing P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord P/L Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon, is subject to all easements, reservations, restrictions, and EL. or FLEV FINAL EL. Elevation ( Proposed) Elev(p Elevation ( Measured) P. O.C. Point of Commencement Rights - of -way of record whether depicted or not on this document. No search of the 9YPFD. Found P. I. PRC. Point oftnfersection Point of Reverse Curvature Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation PT Point of Tangency 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial Line o Denotes /="iron rod with yellow plastic cap marked LB4937 or LS3182, or L LB Arc Length Licensed Business RES. Residence iron rod with red plastir, cap marked 'Witness Comer", UnIeSS otherwise noted. LS. Land Surveyor RAM Right-of-way 0 Denotes P.C.P. (Permanent controi point) Mea Measured TBM TYP. Temporary Benchmark Typical M Denotes Permanent Reference Monument WD N&D Nail and Disk Fence symbol (see drawing) 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the sig d the original raised seal of a Florida licensed Surveyor d pper Th' rvey meets the requireme of the Florida inimum Technical tender as contained in Cryapte 1 f7-6 Flo Administrative Co. William A. Herx, P.L.S. Florida Registered La Surveyor No. 3182 Darae L. Przemienieckl, P.S.M. Registered S eyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor nd Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Sketch of Legal Description This is not a Survey Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-• 30' Plot pion performed: 03-08-04 Foundolion Survey: Final Survey: Revisions . 10-03;203 9:04AM permit # Job Addy lkscrtpulru va vy w sw FROM Histonc Di u-kc Zoning: CITY OF SANFORD PERMIT APPLJCATION P. 2 t:i- '`,'zr',' q,'•- , • it i.•w A1 Value of Work S -3 20 `— - P"Mic type: ButSdtng Elocuical Mcchattical Pltsnsbiag Fire 5ptinklcr/Alarm Pool ElectriW: Ncw Savior, — # of AMPS AddidOWA)teration Change of Service Temporary Polc Mcchaaical. Residential Non -Residential Replavcmatt New (Duct Layout & 6nCW Cale. Required) Plumbing/ Ncw Couupu W: # of Fixt u'es 0 of Water & Sewer Lines # of Gas Lines Plumbing/New Raidmu&L # of Water s _ Plumbing Repair— Residential or Corummial Occupancy Type: Residential Commercial lndusuW Total Square Footage: l' o"Lrut:Tion Typr # of Stories: # of Dwelling Units: Flood Zone: (FCMA form required for other sperm X) Parcel q: Anrtch P f of Owmenhip 6c Legal Dcacrlptloa) O/ / I Owners Narau Address: I Yhone: ( 7 C qAtr"tor N.we &Address Paoae &Fax: JCogract Persoaf'" f' r i rc.G raoRr,:.55', ItunJiag Compauy: Mar(gage Lender: Address; AnA44c Ilgiucer: Phone: Address: Fax: Application is hereby made to obtain a perniit to do thc'work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and fiat all work will be performed to mcct standards of all laws, regulating construction in this jurisdiction. I understand tiwt a separate permit must be secured for ELECTRLCAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that ale. of the foregoing information is accurate and that all work will be done in compliance with all applicahlo Iawx ropulatine. construction and zoning. WARNING TOOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUC)h Pt.YING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BaOM KSCOKDING YOUR NOTICE OF COMMENCF.MF.NT. a CE; In addilioa to the requiements of this permit, there may be additional reStricEions spplicablc to this property, that may be found in the public records of this county, sad there troy be &"iional ptemits required from other governmental entities such as water management districts, state agenda, or federal ugcrtc 0- Aeecpuonee of permit is veriGcarion this 1 will notify the owner of the property of the requirements of Florida cn Law, f'S 713. Signature of Owner/Agont Dacc Signaure of C p tur/Agcnt Datc Print Owner/Agent's Namo Signature of Notary -State of Florida Date Print ConU4ctor/Agctu's 5 afore of Noury-State of Florida Uate George Stokes UwncrfAgcnt is _Personally Known to r Gontnctor/Apene is.— rally Known t r • My Commission DD024871 Produced lu _ PWduced 1D Expires May 13 2005 APPLICATION APPROVBU IiY; Bldg: nin Utilities: FO: Initi (Iaititll & Date) (lnitial & Nato) (Initial & Dace) SPcciA Condition; .. TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z1979B supplyAddress1VENETIANBAY Address 2 LOT 31 a.%4XSE1,tycompany ORLANDO TRUSS DIVISION Jurisdiction: CITY OF SANFORD DBA General Building Design Information SMYTH LUMBER CO. Florida Building Code - 2001; Chapters.16 and 23 2722 APOPKA BLVD. ANS11TPl 1 APOPKA, FL 32703 Design Loads 407-2 -1522 FAx:407- 99-9153 > Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 r' L Or Building Designer: Seal DM'Ar-04 Truss F'rgie6r:rWilliam 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: V1 V2 R27 R26 R25 R4 R24 2PLY R23 R22 R21 R9 R8 R7 R6 R5 R3 R1 H1 H2 H3 E1 E2 E3 C1 C2 C3 C4 C5 28 Plus Standard Details Or Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers r 0' ENTRY COLUMN E KNEEWALL 0 15' O' PL. HT. This placement plan shows the designation and relative location of each truss component IST FLDOP, PLATE HEIGHT w a 4 and is to be used in conjunction with the correspondingg truss designs. The Truss Engineer's responsibility relative to this structure consists solely of the design of the Individual trusses, LILE55 OTHEKWISE NOTED truss -to -truss connections and does not include the design of any supporting structural elements. The building des!gn 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 approval by the building William M. Ranieri, PE design professional shall include, but not be limited to, design loading, lengths, profiles, FL Lic. No. 42764 pitches and depths. is 120 j FiULD TKU55ES U'/ RAISED FEELS BACK r ON DLOGr. f 1/2ON FFAA4E GOOF T(;U55 DIVI510N 2722 50UTH.4F0FK4\ aL-VD. AFOFKA., FL. 32703 407) 2gq - 1522 FAX ( 407) 2qq - g153 Engineering Gertificate of . Authorization # g21b NOTES If IT b THE DLLDEI RE-)r~UTY TO VEKFY TP,U55PLPCEI.€NT PLAN AND TFUS9 Of'WA DRAWNG5 AGANST FELD CONDITION5 AND DE91(N INTENT. REFEKEF- ICE. SECTION (A.20 ANWWTM M-,) APPROVED; NAAE IPFNTI _--------- __--- SW` ED DATE 2) TRUSSES IAUST NOT DE CUT OR ALTERED NANY 'WAY WITHOUT PFIOR AUTHORIZATION DY SMYTH TRUSS GOWANY. 3) TKV55E5 THAT AFE GUT 09 ALTERED WIT -OUT WTHOMZAT'ONI ML DE FEPAIIRTO OR PEPLACED AT CUSTOI.EF'5 EXFEI r E. 9) DA6KCHAZ6E5 OF ANY KIND 'ILL NOT DE LON' WERED WITHCT PRIOR FEVEW AND WRITTEN CONSENT DY 5MYTH TEJ55 60WANY. DETAILS 1) PEFER TO HD 9 (REWI,UtNDATIONS FOR HANA1, 15. 145TALLATION, AND TEWORARY DKAGNG) REFER' TO ENEA.EERED DRAICNGS FOR PERMANENT DMNG REOURED 2) ALL TRU55ES 6NCU MF TRUh5E- LN- DER VALLEY ERA ) AUST DE COW-ETELY DECKED OF REFER TO VALLEY TRU55 PETALS FOE ALTERNATE DRACNW REOLREA '7 3) ALL VALLEYS TO DE CONVENTIONALLY FRAAED DY DLLDER el) NTERIOR LOAD DFAP.NIG WALLS ALL ROOF TPU55 HANWM, TO DE V.15011 FU5Z6 OK U5P IK,ANT'MN TF026 UNLESS NIOTED OTFERWISE. SIMPSON I USP KANT-SAG HUS26 OR THD26 HHUS26- 2 OR TH026-2 O - HHUS20-2 OR THD28-2 I- HHUS48 OR TH048 C9 - HGUS26-2 OR THDH26-2 J - HGUS28-2 OR THDH28-2 O - HGUS28-3 OR THDH28-3 SUtJR210 OR SKH21OUR TJ - HGUS48 OR THOH48 3)- THA422 OR MSH422 THAC422 OR MSH4221F HUC410 OR HD4101F 0d . THJA26 OR HJC26 " aJTKACTOK MOKFI) ON HOMES jot): Ig7q " U" ADDKE55: YORKSHIF' E TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5 X 6 IM13 UWU FKLFAKtU rKUI"I -um FUICK 11NFUI LUAUJ 6, UIMLINJ1GNJ) JU8'.*+11ItU b IKUJJ P1YK. 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. 9-4-0 JAV= JAO= JAU= 3X8 (B1) 3X8 (B1) 1-4-0 1-4-0 1. 20 0 0 ,I 20-0-0 1 E 40-0-0 Over 2 Supports R=1561 U=479 W=8 R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD OTY:12 FL 1 R - Scale 1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. MAD I.SO N. NI 53719)., FOR SAF E TY' PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINEENGINEERED1:. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; .ANY FAILURE TO A q7y IFiC'.. JG. j NO. 4Z704 1 7C 7C T C T C BC L L D L D.L 2 0. 7.0 10.0 0 P P PSF S F S F R E F R 3 5 2.- - 4 0 7 2 S MYTH LUMBER CO. ROOFTRussDIVISION DATE 0 5 / 0 5 / 03 DRW SLTUSR352 03125006 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-2991522 FAX: 407- 299-91 53 BUILD THE TRUSSES IN CONFORMANCE W1 TH TP 1; OR FABRICATING. HANDLING. SHIPPING, I NSTAL L ING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GALV. STEE L, E%CEFT AS NO TEO. APPLY CONNECTORS TO- EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF V A R% X 4- V a 1wpNALt BC TOT. LD. LL0.0 37.0, PSF PSF c SLT- ENG WMR. SEON 26241 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORRATION #9218 DRAWINGS 160 A Z - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE SS I ONAL E NGI NEER I NG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. V 44 May 05 ' 0 3 SPACING 24.0" JREF 1S2I352_ZO3 Li J/JI5 - Lly/`Jb - 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. 3X8 (B1) I n13 Uwu rMLr AMCu rnum uumruirm itirul 1LUAU3 a Ull-iCl 3i U113) 'uorilI ICU DI Inu33 1- 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF'. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 5X6= 2. 5X4 % 2.5X4 s 6 r 6 5X6 0 5 X 6--, A) ( A) 9- 4-0 5X6= 5X10= 5X6= 3X8( B1) 1- 4-0 1-4-0 1 19-0-0 12-0-01 19-0-0 1 40- 0-0 Over 2 Supports _I R= 1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:2 FL 1 - - R -C Scale = 18751' Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION,. HANDLING, SHIPPING. INSTALLING AND - • Rj) TIC L L 2 0. 0 PSF FR E F R 3 5 2-- 4 0 7 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'TyV INSTITUTE, 503 D'ONOFRIO DR.. SUITE 200, MAD ISO N, NI 53119), fOR SAFETY PRACTICES PRIOR TO`4 F(, PERT ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED . G+' .> T C D L 7. 0 P S F DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f NQ, 42704 '' ROOFTRussDIYISION ~` IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : ! BC DL 10.0 PSF DRW SLTUSR352 03125007- PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN.; ANY FAILURE TO 27225OUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND STATE OF APOPKA, FL 32703 BRAC]NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A j B C L L 0. 0 P S F S L T- E N G / W M R 407- 299-1522 SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEj•.OR,O`,,• CONNECTORSAREMADEOF20GAASTMA663GR40GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /C`T-n4 T 0 T . L D . 3 7.0 P S F S E Q N - 26233 FAx: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n A L1 PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING YYry 4 D U R . F A C . 1 . 2 5 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORFIATION #9216 COMPONEWT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU I TOING DESIGNER, PER ANSI) TPI 1-1995 SECTION 2. - May 05 '03 SPACING. 24.-0" JREF`"- 1S2I352_ZO3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 5X6= In I UWU YKCrAKCU rKUPI CVrIrUILK II1rUI LLVAUD h U 11'IC 113 I V113) 3UUP}31ICU I$T IKU33 rlr K. 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND . BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 9-4-0 3X8 (B1) 3X8(B1) 1-4-0 1-4-0 17-0-0 _1_ 6-0-0 _1_ 17-0-0 _1 40-0-0 Over 2 Supports BJ R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, HTS D.'ONOFRIO . U SUITE H"ER MADISON, WI' TOPIC), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED- PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO QA- rG(F Cyq i' V ddB J ND•4Z%O4 : T C T C BC L L D L DL 20 . 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2--- 4 0 7 4 s S MYTH LUMBER CO. ROOF TRUSSD141SION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125008 SLT-ENG WMR 2722 SOLITH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FA%: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS AOF NOS (NATIONAL DESIGN CONNEC70RSIAREPMADEHE SOF020 GATASTMMA653AGORMS GALVANSTEEL ERE% CEFTIASiN OTED ND TAPPLVACONNEC TORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER`s'./NAL' t s STATE OAF :g S•kROs'•f v BC T O T. LL L D. 0.0 37 .0 PSF P S F S E-0 N- 26239 D U R F A C . 1 .2 5 FROM R H PROFESSIONAL ENGINEERING DRAWINGS160A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S P A C I N G 2 4. 0" J R E F 1 S 2 I 3 5 2_Z 0 3 CERTIFICATE OF AUTHORIZATION # 9218 ANSIONENT1FORANY SECTIOPARTICULAR BUILDING ISTHE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 05 ' 0 3 Lly/'JtS - L19/9b - 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 3X8(B1) 120 MPH WIND, 13.06 FT MEAN.HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5 X 6 = 2X4III 5X6a 5X6 % 5X6 6 r- 6 A) (A) 9-4-0 29y m 3X8xti= 2X4111 3X8( B1) 1- 4-0 1-4-0 I 15-0-0 I 10-0-0 1 15-0-0 _1 40- 0-0 Over 2 Supports R= 1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC Il..G la 0TY:2 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND , T C L L 20 . 0 P S F R E F R 3 5 2-- 4 0 7 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - _ INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON, NI 53719).. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED N .'•Ca4•• T C D L - 7. 0 P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ( ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF DRW SLTUSR352 03125009. I PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND ! B C L L O D P S F S L T - E N G / W M R APOPKA, FL 32703 - BRACING OF TRUSSES. THIS DESIGN CONFORMS NIiH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS STATE OF e 407- 299-1522 SPEC [ FIC AT ON PUBLISHED BY THE AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE S 4• • TOT . L D . 37 .0 P S F S E O N - 37411 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. Ex EPT AS NO 7ED. APPLY CONNECTORS TO A O RI ••:•a FAx: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'Cy`...•,,.. - PROFESSIONAL ENGINEERING RESPONSIBILOITY SOLELYTFORSTHE EALOTRUSSICOMPONENT DES GNTSHONNCEF7ATHE SUiTABILITYOAND USEENGINEERING THIS • D U R. F A C: 1. 25 FROM R H CERTIFICATE OF AUTHORrLA71ON #9219 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 0 - 4 SPACING 2 4. 0" J R E F` - 1 S 2 I 3 5 2_Z 0 3 ANSI/TPI1-1995 SECTION 2. I Lly/JO - LIJ/Jb KO) 1 r 1 3 uwu rmr rAn C.L rnvm wriruirm iwrul LLvAu3 a U1 mr IN 31 vIN 3) 3Ut}M1-i ICU t3T 111 U33 mr n. s TOP CHORD 2x4 SP 2 120 MPH WIND, 12.56 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (B1) 5X6= 2X4111 5X6= 5 X 6 5 X 61 6 r 6 9-4-0 2Xd III GVhXR= GVF— 2Xd III 3X8 ( B1) m 1- 4-0 1-4-0 rr rr 13- 0-0 _I_ 14-0-0 _I 13-0-0 I 40- 0-0 Over 2 Supports R= 1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL 1 R Scale 1875" Ft. WARNING ` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 DONOFR IO DR.. SUITE 200. MADI SO N. NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BDITCH 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 Y pp•FI •••, pi f jG"'i• t7 G 0 f NO.*704 s* T C .L T C BC L D L DL - 2 0.0 7 . 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 4 0 7 6 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 0 5 0 3 DRW SLTUSR352 03125010 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407.299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESTAND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS A MADE OF 20GA ASiM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS. PERs C I i STATE OF ; S.j^ v R10 •• a BC TOT L L L D. 0.0 37.0 P S F P S F S L T - E N G WM R S E 0 N - 37415 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 05 ' 03 SPACING 24.0" JREF lS2I352_ZO3 41y11M - L19/96 - K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6X6= I n1J uwu rmcrAr,EU rP,Url LVIr UIER II—I %I-Unuo i I' of ---Ii LV I I I 'IV I I 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2. 5X4 = 6X6= 2X42X4% 6 r 6 9- 4-0 IYA r,YrYr= 3X8 (B1) ty° ry I 11- 0-0 I 18-0-0 _I 11-0-0 _I 40-0- 0 Over 2 Supports R=1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL 1 - R - Scale=.1875" Ft. WARN ING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M M. A T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 0 7 7 BRACING. REFERTOHiB-91 (HANDLING INSTALLING AND BRACING,), PUBLISHED BY TPI (TRUSS PLATE Tryw INSTITUTE, 583 D'ONOFRIO OR., SUITE 200'. MAD ISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO tIF((++•'•.: I PERFORMING THESE FUNCTIONS. UNLESS OTHER'ISI INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` "Y.'..F T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G tn ROOF TRUSS DIVISION "IMPORTANT • FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR: ALPINE ENGINEERED i NO.42704 3 BC DL 10.0 PSF. DRW SLTUSR352 03125011- PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY. DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND T t BC L L 0. 0 P S F S L T- E N G W M R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF Q / 407-299- 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i /( ft.,— CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, ENCEPT AS NOTED. APPLY CONNECTORS TO/• '• O R1O T 0 T . L D . 37 .0 P S F S E O N - 37023 FAX: 407- 299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE . LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C~ r, - PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v ••• RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS D 11R . F A C . 1 .2 5 FROM R H CERTIFICATE OF AUTHORRATTON #92145 COMPONEW7 FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 SPACING 2 4. 0" J R E F'- 1 S 2 I 3 5 2_ Z 0 3 ANSIJTPI 1-1995 SECTION 2. Lly/ytS - Lly/yt1 - Kb) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense:- BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC IMIJ UWt6 NKtNAKLU FKUM LUMF'UILK INPUI (LUAUS & UIMLNSIQNJ) SUBM,IIIEU BY IRUJ` MR. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 5X6= 2. 5X4 = ftim 2 X 4 T2 T3 2X4% 6 r— A) 6 5X6= 3X8 (B1) 3X8= 5X6= 5X6= n V 3X8(B1) H 1-4-0 L. 9-0-0 I 22-0-0 I 9-0-0 I fE 40-0-0 Over 2 Supports R=1561 U=491 W=8" R=1561 U=492 W=8" PLI TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, N[ SJ719), FOR SAFETY PRACTICES PRIOR 70 P ERF0RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 40r Z FI"'Y ND. 42704 T C T C BC L L D L DL 2 0. 0 7. 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 7 8 SMYTH LUMBER CO. ROOF TRussDry v lslo DATE0 5 / 0 5 / 0 3 DRW SLTUSR352 03125012 D 272250UTH APOPKABLVD. APOPKA, FL 32703 407-2931522 FAX: 407- 299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. .SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SF ECIFICATION PUBLISH ED BY THE AMERICAN FOREST AND PALER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. S7 EEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE DF TRUSS, AN0 UNLESS OTHERWISE LOCATED ON THIS DESIGN, P05IT ION CONNECTORS PER STATE OF ; h S VA ^ R1OPrr t` ss/ NA BC TOT. LD. L L 0. 37.0 0 P S F PSF S L T- E N G / W M R. SEQN - 37406 D U R F A C . 1 .2 5 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORRATION#9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFO NS 181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - May 05 '03 SPACING 24.0" JREF - 1S2I352_ZO3 Lly/yt5 - Lly/yli Ky) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X6= 3X6 2X4 III IHIJ UWU rMtrAMLV rmum 6Vr1YUICM 11V1'UI LLVAUJ a U1rICINOIVI13) 3UDP1II ICU DI I-- I-- 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 7X6= 2X4111 3X6= 5X6= PA r4i7 7 3X8 3X8 m 6X8= 6X8= 3X8= 1-4 of 4-0 15-8-0 — I r I 7-0-0 I 26-0-0 _1— 7-0-0 _I 40-0-0 Over 3 Supports ') R=598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:l FL 1 - R - Scale=.1875" Ft. WARNiNG** TRUSSES REOU14E EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M A TC ILL 20.0 PSF REF R352--4079BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T4 INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO S F CA J SMYTH LUMBER CO. STRUOCTURAL LL HAVEPANELSFUBOiTOMSCHORDUNLESHALLHHAVESAFROFERLYE IN OTC OA7TACHEDCH ORD]GIDACEILING PROP ERLY ATTACHED fffGl T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 ROOF TRUSSDIVISION **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42704 : BC DL 10.0 PSF DRW SLTUSR352 03125013. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L 0 . 0 PSF FS L T - E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE FRO VISIONS OF NDS (NATIONAL DESIGN , STATE OF t / SPECIFICATION FUBLI SH ED BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND TPI. ALPINE 407- 299-1522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q R,O.•• T O T. L D. 3 7 ..0 P S F S E Q N - 3740 4 FAX: 407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERs y•~•••• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OI{JNALD U R JAC. 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #921,T COMPONERN FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 05 SPACING SEEABOVE JREF-'--1S21352_Z03 F--. _ — Z1979B - 11979B - R21) IM1J UWU FKLFAKLU YKUP1 (,UMFUItK 1NKU1 (LUAU) & U1MtNJ1LJNJJ JUIJM I ILU bT IKU3a rirK. TOP CHORD 2x4 SP #2 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN BOT CHORD 2x4 SP #2 HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS .USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 3X8= 5X6= 3X8= 5X6= 2.5X4 2.5X4 6 6 0-8-0 T2X4111 9-4-0 5X6 (R) III 2X4111 5X6 (R) III SXg= 2X4 III6X12= 3X8(B1) = 6X12= 2X4 III 3X8(131) 4-0 ty IE 11-0-0 _I_ \ 18-0-0 1— 11-0-0 _I f 19-4-0 --8 0 _ l40-0-0 Over 2 Supports R=1561 U=671 W=8" R=1561 U=671 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD 1 la OTY:1 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M M R - T c L L 2 0.0 P S F R E F R 3 5 2-- 4 0 8 0 INSTITUTE. 583 D'ONUFRIO OR., SUITE 200, MADISO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED L F C.q`•• v T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •L IC Q ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY OF IS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = ND"42704 : BC DL 10.0 PSF DRW SLTUSR352 03125014 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FA LI URE TO 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C j BC L L 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OFSPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE S 407-299-1522 TOT. LID. 37.0 PSF SEON 26254CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGS Nn D U R . F A C . 1.25 FROM R L W RESP0 NS181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH, WN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORrZ TION #921$ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 S P A C I N G 2 4. 0" J R E F - 1 S 2 I 3 5 2_Z 0 3ANSI/TPI 1-1995 SECTION 2. L1777D - Lly/yD - KCC 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. 5X8= 2X4III 3X8= 5X6= IM13 UWU rrctrAKLU rHUPI L.UPirUith INVUI (LVAU3 & ulPltrv3lwvZl) 3UbPllI ILL) nT iKu33 rlrM. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X4= 6X6= 2X4 2X4% 6 r— 6 0 8-0 9YA N1 U 5X8= 6X12 11j 8X12= 7H8 5X6= f V 3X8(B1) = 2X4III 2X4111 3X8(Bl) 1-4-0 1-4-0 ry 9-0-0 22-0-0 9-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=676 W=87 R=1561 U=676 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD a OTY:l FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,INSTALLING AND M M RBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20. 0 P S F R E F R 3 5 2-- 4 0 8 1 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .'F'C f• PERFORMING THESE FUNCTIONS- UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAYE PROPERLY ATTACHED f'f-7,•. T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORNO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G ROOFTRUS$DIVISION IMPORTANT" FURNISH A COPY OF THIS BESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No,42704 M BC DL 10.0 PSF DRW SLTUSR352 03125015. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Y 2722 SOUTH APOPKA GCVO. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND i B C L L. 0.0 P J F S L T - E N G W M RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS BE SIG CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q` / 407-299-7 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7P1. ALPINE 'L A( t/ L FAX: 407-299 22 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O RHO•• w T 0 T . L D . 37. 0 P S F S E O N - 26251 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NA. D U R F A C 1 .2 5 FROM R L WRESFONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORT7ATION #92413 ANSIONEIIT1FOR ANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - May 05 SPACING 24. 0 J R E F" - 1 S 2 I 3 5 2_Z 0 3 Lly/JLS LI - Kra) ., TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W8, W9 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. IK1J UWU HKLFAKLU I-KUM LUMNUItK 1NF'UI (LUAU) G U1MLNJ1L''NJ) JUUM-111LU bT IKUJJ MtK. 100 MPH WIND SBC or 120 MPH ASCE 7-.98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4 III 3X8= 5X6= 3X6= 2.5X4= 5X8= l 4X6(R) III 6X12= I L„7111 8X12= wy 5X12= 5X6= 2X4 III 3X8 (B1) = 2X4 III 2X4 III 3X8 (B1) 1-4-0 1-4-0 ry E 7-0-0 _1— 26-0-0 _1_ 7-0-0 12-0-0 T 7-4-0 T. 20-8-0 40-0-0 Over 2 Supports R=1561 U=681 W=8" R=1561 U=681 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'O NOFRIO DR.. SUITE 200. MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION - MPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 9-4-0 0TY:1 FL - 1 - R - Scale=.1875" Ft. TC LL 20..0. PSF REF R352--4082ZiFiC;q••Q%'i. TC DL 7.0 PSF DATE 05/05/03 s N0.4*2704 * BC DL 10.0 PSF DRW SLTUSR352 03125016 STATE OFr BC LL 0.0 PSF SLT-ENG WMR R10Pr`v TOT.LD. 37.0 PSF SEON 26248 May 05 '03 DUR.FAC. 1.25 FROM RLW SPACING 24.0" JREF 1S2I352_Z03 119IVb - L19/9b - KL4 eVLT) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W6, W10, W11 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 138 PLF at 0.00 to 138 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 40.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 54 PLF at 0.00 to 54 PLF at 11.00 BC From 20 PLF at 11.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. 6X6= 3X6= 2X4III 3X8= . 5X6= IHIJ uNU NKLVAKLU rKUPI UUMFUILK IIV1'UI 1L.,UAUZ' a UIML"3IUNZ') zuorilI Iru DI iKUaa rirK. 2 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 3X6= 2.5X4= 2.5X4= 5X6= I - ---- NAOMIV.Ai ce l- 3X8 (B1) = 2X4 III 2 X 4 Ell 3X6 (A1) 1- 4-0 1-4-0 5- 0-0 30-0-0 5-0-0 12- 0-0 7-4-0 20-8-0 40- 0-0 Over 2 Supports R= 2780 U=808 W=8" R=1680 U=652 W=8" PLT TYP. Wave TPI-95 R D e s i g n Crit: TPI STD FLBC QTY:l FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR fO DR., SUITE 200. MADISO N, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO M R tIFICw l 'lT'.[' t• V i N0.42704 : T C T C BC L L D L DL 20. 7. 10. 0 0 - 0 P S F P S F PSF R E F R 3 5 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE S 0 5 O 3 DRW SLTUSR352 03125017- S L T - E N G W M R 2722 SOLITH APOPKA BLVD. APOPKA. FL 32703 407- 299-1522 FAx: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICATION PUB LISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI'. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 2 Q, STATE OF Q` jvj• S I: A R1;•' j cam s OIyAL v B C TOT L L L D . 0. 0 3 7.0 P S F P S F S E O N 37448 D U R F A C . 1 .2 5 FROM R L W PROFESSIONALENGINEERINGDRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH ON N. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE JREF' 1S2_I352__Z03 CERTIFICATE OF AUTHORLEATION#921F8 COMPON11IT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI) TPI 1-1995 SECTION 2. May 05 'u L17/7O - L1N/Ntl - KLSJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. JACKS HAVE NO WEBS. 0-4-10 3X6 (Bl) IMIZ, UWU YKtNAKtU tKUM LUMFUILK 1NPU1 (LUAU-N 5 UIMtIND 1 V.NJ) bUUM;IILU UY IKUJJ MtK. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4III 5X6= 6 F— 1 6 9-4-0 2X4III L,yAm 2X4111 3X6 (A1) Li-4 1_ 4-11-0 1 11-0-0 I 5-0-0 I 20-11-0 Over 2 Supports R=1206 U=442 W=3" R=1292 U=498 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:1 FL - 1 R - Scale=.3125" Ft. WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO(F1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP'CHORD SHALL HAVE PROPERLY ATTACHED.fGV STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT -BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ryww I j q •• C t N. 427 4i T C T C BC L L D L DL 2.0.0_ 7 10.0 0- P S F P S F PSF R E F R 3 5 2-- 4 0 8 4 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125018 2722 SOUTH APOPIU BLVD. APOPKA,FL 32703 407 299 1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLIDEG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF t4S A j(V O R,O `e =(f B C T 0 T L L L D. - Q 3 7.0 Q P S F P S F S L T - E N G W M R S E Q N - 37482 D U R F A C . 1 . 25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OFAUTHORIZATION#921S DRAWINGS 1La A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTFOR199SANYSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING SEE ABOVEJ JREF - 1S2I352_Z03 LiJlJb - Ll`llyl5 - KCb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= I H I J UWU FKLFAKLU rKUM I.UPIHUILK IIN YUI 1LUAU J Y UI PILNJIV NZ,) JUnI"III ICU [ST IKUJJ I-Ir K. 120 MPH WIND, 16.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. 6 6 15- 0-0 2 X 4 111 2X4( A1) = 2X4(A1) L< 1-4-OY<-0-,J Q-0-X l-4-Oy L 4-4-0 _1_ 4-4-0 _I 8- 8-0 Over 2 Supports R= 402 U=325 W=3.5" R=402 U=325 W=3.5" PLT TYP. Wave TPI-95 R D e s i q n Crit: TPI STD FLBC 19 a OTY:4 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES. REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING -. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MAD150 N, WI 53 T19), FOR SAFETY PRACTICES PRIOR TO M. A iiFIC, 4F T C L L 20.0 P SF R E F R 3 5 2-- 4 0 8 5 PERFORMING THESE- FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOFTRUSSDfY1510N FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO f NO.4•j704 BC DL 10.0 PSF DRW SLTUSR352 03125019- 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ff iO.O T- APOPKA, FL 32703 CIO BRACINGOFTRUSSES. TH[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NOS (NATIONAL DESIGN B C L L P S F S L E N G W M R 407- 299-1 522 SPEC IF[CATION PUBLISHED BY THE AMER FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE GR40 GAL Y. STEEL. EXCEPT TO 4 STATE OF r T O T LID. 37.0 P S F S E O N 37382 FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTM A653 AS NOTED. APPLY CONNECTORS EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a .•O R••••. D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOFOR THE TRUSS COMPONENT DES SHOWN. THE SUITABILITY AND USE OF THIS LELY 7SIIrys t Ott// I {{ CERTIFICATE OF AUTHORIZATION#92119 1995ANY SE PARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPIT 1 FOR May 05 .. SPACING 24.0" JREF` 152I352_Z.03 I M 1 3 UWU YKLI-AKLU 1'KU19 1.U1'IYUItK IIIFUI LLUAUJ & UIMr NJ ICI IV Jf JU(SM'11ItU bT IKUJJ PICK LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25,) TC From 54 PLF at -1.46 to 54 PLF at 10.13 BC From 4 PLF at.-1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.67 BC From 4 PLF at 8.67 to 4 PLF at 10.13 TIC 53 LB Conc. Load at 3.06, 5.60 TC 47'LB Conc. Load at 4.40 BC -11 LB Conc. Load at 3.00 BC 23 LB Conc. Load at 3.06, 4.40, 5.60 BC -9 LB Conc. Load at 5.67 L17/7D - L17/7D - ICC/J TOP CHORD 2x4 SP'#2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5..0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4= 5X4= 6(-' 15-0-0 eA4(Al) 4 (Al) = L<1-4-0>Jl-0-,-0- 1-4-Oy L_ 3-0-0 _1. 2-8-0 _I_ 3-0-0 I 8-8-0 Over 2 Supports. R=501 U=219 W=3.5" R-503 U=227 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC ' OTY:1 FL 1 - R - Scale =.375" Ft. WARNING•" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY iPI (T0.USS PLATE INSTITUTE. 683 D'ONOFRIO OR., SUITE 200. MAD -I SO N, NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F C.q`•. v. JG T• NO.42704 BC T C TC . L L - D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 4 0 8 6 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125020: 2722 SOUTH APOPKA SLVD. APOPKA, FL 32703 a07-299-1522 FAx: 407.299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t STATE OFt[, R,QwrVe O.•G B C T 0 T t L L D . 0.0 3 7.0 PSF_ P S F S L T - E N G / W M R S E 0 N 37391 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATEC F AUTHORRATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPO NS181LOTY SOLELY FOR THE TRUSS COMPONENT DES IGN SHOWN. THE SUITABILITY AND USE OF THIS ANSI ONENT1 F01996ANYSE PARTICULAR BUILDING'IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ryA Y May 05 '0 3 S P A C I N G 24.0 J R E F 1 S 2 I 3 5 2_Z 0 3 Llyllm - L19/9B - V1 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 3 X 4 2X4(Dl) _ 6 2X4 (D1) 16-6-3 2-0-0 2-0-0 4-0-0 4-0-0 Over Continuous Su 129rt R=74 PLF U=45 PLF W=4-0-0 I miz, unu rmcrmmcU f—, buPl -- —ru1 LL — 1^-11 -- 120 MPH WIND, 17.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING. AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD150 N. W] 53719'. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M M Ai F f. 3j %'•S I N0.42704 ; 7C T C T C BC L L D L DL 20 7.0 10.0 D P S F P S F PSF R E F R 3 5 2-- 4 0 8 7 DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03125021 _ S L T - E N G W M RU2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO l STATE OF IC 1 fVV/ O R,Os'•f B C T 0 T L L L D . 0.0 3 7.0 PSFF P S F S E 0 N 37427 FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER s/aNA1. D U R F A C . 1 .25PROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF•.. 1S2I352 Z03CERTIFICATEOFAUTHOR17ATION#92 IQ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS 18ILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 05 r TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4= 6 T F- 6 2-0-0 2X4 (D1) = 2X4 (D1) 2X4 III 4-0-0 8-0-0 Over Continuous Support -I R=74 PLF U=27 PLF W=8-0-0 15-6-3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMLNSIONS) SNBMITTED BY TRUSS MFR. 120 MPH WIND, 16.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 _.owswwft, 0TY:1 FL 1 R - Scale=.3751I Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRfO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO;•'`F`+• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, 80ITOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'* NT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN eM RR 4eNy ( aj.•:F N0. 4Z%O4 tx R 7 STATE OF 1 T C T C BC BC L L D L DL L L 20. 0 7. 10. 0 0. 0 0 P S F P S F PSF P S F R E F R 3 5 2 - - 58612 S MYTH LUMBER CO. ROOFTRl155 DIVISION 2722 SOUTH APOPKA BLVD. ApoPKA,' FL 32703 DATE 1 2/ 0 8/ 0 3 DRW SLTUSR352 03342007 S L T - E N G W M R 407- 299-1 522 FAX: 407-299-9 1 53 SPECIFICATION PUBLISHED BY THE AME RICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0 •'• 4 Q R10*'" G TOT L D . 37.0 P S F S E O N 37425 D U R F A C . 1 .25 PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #92la DRAWINGS 160 A -Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS ANSI/ TPIT1F01995NSECART'C2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER s NA1. D e c 0 8 ' 0 3 S P A C I N G 2 4. 0,, J R E F- 1 S 8 J 3 5 2_Z 0 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SURMITTFD BY TRUSS MFR Lly/yt5 - H1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. R=162 U=192 12-10-3 2X4 4.24 I- 3-9-14 9-4 0 5X4= 2X4(Al) = R=391 U=198 LE 1-10-10 9-10-1 Over 3 Supports R=407 U=322 W=11.314" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1 NSTI TUTE, 583 D'ONOFRIO DR „ SUITE 200, 14ADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BL.VD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9; 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. TY:2 ci F. No. 42704 STATE OF 9osR7NALE 6` Dec 08 '03 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOV1 3-9-14 Scale=.375"/Ft. REF R352-- 58613 DATE 12/08/03 D R W SLTUSR352 0334200& SLT-ENG /WMR SEON- 32968 FROM RH JREF"- 1S8J352_ZO4 tL17/7L5 - LIJI!lb - HC) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 V L< 1-10-10 1.,- 7-0-14 7-0-2 Over 3 Supports R=261 U=180 W=10.567" NIb UWG NKtf ARLU YKUM LUMPUILK 1NYU1 (LUAU) & U1MtNJ1WNJ) JUbl%AIIItU bT IKn'b MhK. 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 21-4-1 K=181 U=180 2-9-14 14 R=76 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:3 FL - 1 - - R - Scale =.375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'0 NCFR IOSDR., SUITE 200. MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PCTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE ER ED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAT ION FROM THIS DESIGN; ANY FAILURE TO M R p'TlFlc Sl- 'S G 1 W 777 rJO. 4'j]QI} T C T C BC L L D L DL 20.0 7.0 10.0 P P PSF S f S F R E F R 3 5 2-- 4 0 9 0 S MYTH LUMBER CO. RooFTRussDlvlsloN D A T E 0 5 0 5 0 3 DRW SLTUSR352 03125024 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 4-29999.91 53 8UILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AFFLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ti j S 'STATE OF y O RIOT••• t1 a_`• IQNAL BC TOT LL L D . 0.0 37.0 PSF P S F SLT-ENG WMR S E O N 37433 D U R F AC . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU CLDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - - May oS 'os SPACING SEE ABOVE JREF lS2I352_ZO3 71979R - Z1979B - H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-0 CANT ONE FACE, 1-1-0 CANT. OPPOSITE FACE. 4 .2 4 r— + 1T6 7 - 3 R—U=180 0-4-3 1- 9I- 14 0-0 R=95 U=180 2X4 (Al) l< 1-10-10 1-5-11>1<-2-9-4---->jII 4-2.3 Over 3 Supports R=335 U=241 W=4.95" 120 MPH WIND, 15.74 FT MEAN HGT, ASCE 7-98, CLOSED.BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 19 a QTY:2 FL 1 R Scale 375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 0 9 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADI$DN. NI 53719). FOR SAFETY PRACTICES PRIOR TO P ERf ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SN ALL HAVE PROPERLY ATTACHED IY1:••R,q- v; P C;q •:/ T C D L 7 .0 P S F DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125025_ S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED BC DL 10.0 PSFRooFTRUSSDIVISIONRESPONSIBLEFORANYDEVIATIONFROMTHISDESIGN; ANY FAILURE TO No.4,2704PRODUCTS. INC. SHALL NOT BE IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND2722SOUTHAPOPKABLVD. BUILD THE TRUSSES NITH APPLICABLE PROVISIONS OF NO DESIGN 1 B C L L 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. iH15 DESIGN CONFORMS (NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE STATE OF S E Q N 37389407-299.1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S Q'rj T 0 T . L D . 37.0 P S F FAX; 407-299-97 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R,O.••• D U R F A C . 1.25 FROM R HDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERINGs OHa\ t PROFESSIONAL ENGINEERINGLELYRESPONSIBILITYSOFORTHETRUSSCOMPONENTDESGNSHOWN. THE SUITABILITY AND USE OF THIS 4 SPACING S E E ABOVEJ J R E FX' - 1 S 2 1 3 5 2_ Z 0 3 CERTIFICATE OF AUT"ORRATION 5921-6 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 05 _ ANSI/TPI 1- 1995 SECTION 2. IL. . -- -- - - I - . - --- --.- Ll'JlYb - Lly/ytS - tl) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 7 - 0 -12 7-0-0 Over 3 Supports R=363 U=251 W=8" I H I J UWG PRE PAR tU tKUM CUMPUItK 1NFU 1 (LUAU) 5 UIMtNJ,IV NJ) JUb M.IILU MT IKUJJ MPK. 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 - 10-4 7 R=163 U=180 3- 10-3 0 R= 73 U=180 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 1 a OTY:14 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISO N. HI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED IYI fiF••: 7/ T C T C L L D L 2 0.0 7. 0 P S F P S F. R E F R 3 5 2-- 4 0 9 2 DATE- 0 5 / 0 5 /0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J( A T IROOFTRUSSDIVISIONjND. 42704 BC DL 10.0 PSF DRW SLTUSR352 03125026 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYbEV]ATION FROM THIS DESIGN; ANY FA[LUR ETO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR HANDLING, SHIPPING, INSTALLING AND APOPKA. FL 32703 FABRICATING, BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t B C L L 0. 0 P S F S L T- E N G / W M R 7- 299-12 40407-29 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF ; Q S FAX: 407-299-91 53 91CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERn R.O TOT L D . 37. 0 P S F S E 0 N 37417 D U R F A C . 1.2 5 FROM R H PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 11M r M CERTIFICATEOF AUTHORUZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESFONS181LITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - M d, y 0 5 SPACING 24.0" JREF 1S2I352_Z03 I LI'Jlgi - 41yw)b - LZ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 0 R=48 U=180 Tc1-4-011< 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" IMIJ UWU VKLVAKtU rMUPI UUMFUItM INFIJI (LUAU) a UIPItIVJIUIVJ) JUt5P11.11tu UT IKUZ-, rirn. 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:11 FL l - R - Scale =.375" Ft. WARNiNG** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i ND• 42704 T C T C BC .DL L.L - D L 20. 7. 10.0 0 O P S F P S F PSF R E F R 3 5 2-- 4 0 9 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125027 S L T - E N G W M R 2722 SOE/TH APOPKA BLVD. APOPH;A, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S1STATEOF Q B C L L P S F 407-299-1 522 FAX: 407-299-91 53- SPECIFICATION PUBLISH EO BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S P ? L:I14OR0•,d i•/'••••••' T 0 T. L D. 3 7. 0 P S F S E O N 3743 5 - D U R F A C . 1 .2 5 FROM R HPROFESSIONALENGINEERING CERTIFICATE OFAUTI-IORIZA-110N#9210 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONER47R47 FOR ANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER S NA1.1 May 05 'Qj SPACING 24.0" JRE FAT-- 1S2I352_Z03 ILly/Jb - Lly/yE5 - t.5) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 4 R-47 U=180 1-10-3 0 R=23 U=180 L<1-4-011.-3-0-12-->j 3-0-0 Over 3 Supports R=234 U=180 W=3.5" I MIJ UWU FKtFAMtU rKUP1 UUI`IFUILK IIVrUI ILUAU J h UI PIt IN J I U IN J) JUllrflI ICU OI IMUDD mrK, 120 MPH WIND, 15.73.FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT.II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:3 FL - 1 -. R - Scale =.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58J D'ONOFR IO DR.. SUITE 200. MAOISO N, WI 537191, FOR SAFETY FR ACT ICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE ROPEATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`• FURNISH A CORE OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS [SDESIGN; ANY FAILURE TO i FI C 4 .. TF•. F NO.42704 y_ 7CTIC T C p BCL L D L DL 20. 7. 0 10. 0 0 PSF P S F PSF R E F R 3 5 2-- 4 0 9 4 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125028 2722 SOUTH APOPKA BLVD. APOPKA. FIL 32703 407- 299-1522 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAH FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER s STATE OF ;tom A L I SkRIV `••' v Q`... IQNAL B C T 0 T L L L D . 0 3 7.0 0 P S F P S F S L T - E N G W M R S E 0 N - 37379 D U R F A C . 1 . 25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OFAUTHORRATION#9218 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May 05 '03 SPACING: 24.0 JREF 1S2I352_Z03 Lly/yt5 - L17/7tl - l.l) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I1-10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-0-'E 5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:4 FL 1 R Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALL IHG AND BRACING), PUBLISHED BY TP[ (TRUSS PLATE m T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 5 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISO N, NI 53719j, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p' F Cw• 4j•;F V ;Y Wo.' 42704 T C BC D L DL- 7. 0 10. 0 P S F PSF D A T E 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. ROOFTRussDlv sloN DRW SLTUSR.352 03125029 S L T - E N G W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407. 299.1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS.TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN; POSITION CONNECTORS PER l STATE OF S. WRY Pf OR%O,.•• s/ ONA`E B \, TOT. L L L D. 0. 0 37. 0 PSF FP S F S E 0 N 36911 D U R F A C . 1 .2 5 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY I FORTHETRUSSCOMPONENTDESGNSHOWN. THE SUI TABIL I TY AND USE OF THIS SPACINGANSI/ TPI24. 0 J REF . 1 S 2 I 3 5 2_Z 0 3 CERTIFICATEOFAUTHORT7ATION #921$ COMPONER.1 FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1- 1995 SECTION 2. May 05 '0 3 ci7XtiD - c1yXyD - cl ,, TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD 6 r__ 2X4 (A1) L<1-4-011E 3-0-12 3-0-0 Over 3 Supports R=234 U=198 W=8" 1T( 10 4 R-47 U=180 1-10-3 9_I4_- 0 R=23 U=180 I M13 UWU VKCrAMtU rMUI'I L.VrIrUItR 1rlruI LLVHVJ a U 1 rIt IN,) 1 ui,I3) 3uDi-ItI ICU DI ImuJJ rlrm 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:9 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANOL:NG INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M A7 t'F'('• a t : "{•.[' T C T C L L_ D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 4 0 9 6. DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A DRW SLTUSR352 03125030ROOFTRLISSDIYISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i NO.,4 2704 S 56c BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCTS, [NC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANV FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND s* 7C S L T - E N G W M R1 B C L L 0.0 P S FAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP L.ICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407-299-1 522 SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO S A-, Pf1:IO T 0 T L D 37.0 P S F S E Q N 37437 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER , R1 .• C`••'... ..... NAIE D U R F A C 1.25 FROM R HDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORFlATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR, ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS.0 TPI 1-1995 SECTION 2. May 05 'u. _ SPACING 24.0" JREF 1S2I352_103 LIy/Jb - ci7A J15 J) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-= 4 U 1804 9-4-0 TR= U=180 2X4(Al L<1-4-0 1-0-12 1-0-0 Ove upports R=247 U=280 W=8" nio — rncrmmcu rnvri vriruicm iirui LLVMUJ N UI riC n JIV 110) OUDI-LI i ICU D I I nvaD FJFR 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. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC TY:13 FL - 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN . FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 70 HIB-91 (HANDLING INS TALLIHf, AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MAD SO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED/G STRUCTURAL PANELS, BOTTOM CHORD $HALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1MP0RTANT"" 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 ryw IIFIC..Q'• t O.r2704 C iC 7C T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2 - - 4 0.9 7 S MYTH' LUMBER CO. RooFTRussDrv151o1v DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125031 S L T - E N G / WM R 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-29&1522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND SpECIFICATIONU CUBLISH ED TBYSTHESAMER ICANOF ORRMSESTTANDPPAPERBASSOCLE / ATION)SAAND TPI. OF NOS (NATIONAL P/NEL DESIGN CONNECTORS ARE MADE OF 20 GA ASTM A653 GR41 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER iS STATE OF tQ S•J Pr•{VV %ORl•' V N At BC TOT.LD. L L 0.0 37.0 P S F PSF SEQN 37439 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHIORrZATION #921a DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NSIDILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A N 0 USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 SECTION 2. May 0 5 ' 0 3 SPACING 24.0" JREF. 1S2I352_ZO3 IL1y/`Jt5 Lly/'111 - 1, TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 2X4 (Al 3-0-12---j 3-0-0 Over 3 Supports R=123 U=180 W=3.937" 1 = 7 4 R-70 U=180 1-10-3 0 R=30 U=180 IK1J UWU FKLFAKLU hKUM 1N MFUILK INFU1 (LUAU) 5 UIMLNJI UINJ) JUtlMIIItU bT IKUJJ PIYK. 120 MPH WIND, 10.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC a QTY:1 FL - 1 R - Scale =.375" Ft. WARNING""-` TRUSSES REQUIRE EXTREME CARE IN -FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING -INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M M R T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 8 INSTITUTE. 683 D'ONOFR IO DR., SUITE 200, MAD [SON, NI 53719), FOR SAFETY -PRACTICES PRIORIOR TO ``y` wr PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ` '`4 IFI+4 T C D L 7.0 P S F D A T E 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f(A IMPORTANT`" FURNISH A COPY OF THIS .DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t ROOF TRUSS IY1S10N PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOF No. aZ%04 : BC DL 10.0 PSF DRW SLTUSR352 03125032 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. TH[S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN l BC L L - 0.0 P S F S L T - E N G / W M R - SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE yi STATE OF ; Q a07-zsal5zz S•r( Pf TOT.LD. 37.0 PSF SEON- - 37421CONNECTORSAREMADEOF206AASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAx:.407-299-91 53 u O RIv, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `••.,••.•.• PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,IAL D U R . F A C . 1.25 FROM R L WRESPONSIBILI7YSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 1, CERTIFICATE OF AUTMORCKATION#921B ANSI/ TP IT1F1995NSE PART NC 2L AN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SPACING 24.0" JREF - 1S2I352_ZO3 Lly/1tS LlylytS l5J in13 uHu rmErNnw rnuri uunruicm is—ui k-- a VIII-- IV ouu 11, V, TOP CHORD 2x4 SP #3 120 MPH WIND, 9.93 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=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F— 0-Z747=180 U 180 4 O 2X4(A1) 1-0-12 1-0-0 Over 3 R=52 U=180 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD fLBC 0TY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200. MAD ISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO•',t F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M M AQ V •'. [/ G j F No.42704 T C T C BC L L D L DL 20.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 4 0 9 9 DATE 0 5 0 5 0 3 S MYTH LUMBER CO. ROOFTRUSSDMSION DRW SLTUSR352 03125033 S L T - E N G / W M R - 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299 91.53 PROFESSIONAL ENGINEERING BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR .FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING .OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS. S STATE OF VVV Q R10.[.•_ V NALti' B C T 0 T L L L D . 0 37. 0 0 PSFF P S F S E 0 N - 37486 D U R . F A C . 1 .2 5 F R 0 M R H SPACING 24.0" JREF,-- 1S2I352_Z03CERTIFICATEOFAMORQATION#92113 ANSION P I' T 1FOR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 L. - ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C H 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 r. BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 0 11 STANDARD 3' 3'- 4' 2" 4' 2" 5' 6" 5' 6" 7' S" 7' S" 8' 7" 8' 7" 11' B" 11' 8" H , 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" S P 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" - Q CQ 7 Dl+ L STUD 3' 6" 4' 11 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" 1 #2 3 3' 11 6' 9" 6' 11 B' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11.' 14' 0" 14' 0" E S P F 3' 10" 6' 0" 6' 0" 7' 11 7' 11 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" 4 Q 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' 0" 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" C-0 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12" 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' S" 12' S" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 / 2 4' 4" 7' 5'" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13, 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11 6' 11" 8' 9" 6' 9" 10' 6" 10' 6" 1 13 10" 13' 10" 14' 0" 14' 0" HF STUD 4' 2'" 6' 11" 6' 11" 8' 9" B.' 9" 10' 6"' 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD 4' 2". 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" X 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" s P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14 0" DFLI STUD 4' 5" 7' 0" 7' 0" 8" 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14" 0" 14' 0" STANDARD 4' 4" 1 6' 1" 6' 1" B' 0" 8' 0" 1 10' 6" 1 10' 9" 1 12' 5" 12' 5" 1 14 0" 14' 0" 4yVE1il 2X4 #2N OR BETTER. DIAGONAL BRACE OPTION: T VERTICAL LENGTH MAY BE 18" DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# BRACE AT EACH END. MAX WEB TOTAL LENGTH 13 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" * + IN TABLE ABOVE. DOUBLE CUT L 1 AS SHOWN) AT L UPPER END. ONTINUOUS BEARIN•tS3 1 iLi Y pq! ZZ, CONNECT DIAGONAL AT YYY I\•L1J MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE FOR T I F ICE WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONDFRI DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 17 ' NO, 42704 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.a FURNISH A CDPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ROOF TRUSS DIVISION ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM. THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, STATE OF APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CDNFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA C/ 407-299-1522 . FAx: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE 0 P,•• i /(•••, ` O R.1Q e PROFESSIONAL ENGINEERING LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY FiL1/••• ••••`7\` Z U CERTIFICATE OF AUTHORIZATION :/921 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE THIS FORANYTHE IEONENTRESPONSUITABISIIBILITY.TY DOFS NANSI/ PI 1-1995 BUILDINGOPJA. THE BUILDING SIGNER, SECTIONI2 BRACING 1. UY- GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 STANDARD 2 STUD 13 1 STUD # 3 ISTANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR i & BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 2 EE 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 IV' PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. FOR ( 1) "L" BRACE: SPACE NABS AT 2" O.C. 1N IB" 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 BO% OF WEB MEMBER LENGTH. - GABLE VERTICAL PLATE SIZES 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 IV' PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. FOR ( 1) "L" BRACE: SPACE NABS AT 2" O.C. 1N IB" 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 BO% OF WEB MEMBER LENGTH. - GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' BUT LESS THAN 11' 6"" 2X4 GREATER THAN 11' 6" 2.5X4 A I+ REFER TO COMMON TRUSS DESIGN FOR II PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 Z - ENG J TOT. LD. 60 PSF MAX.. SPACING 24.0" RIGID SHEATHING I A T1 T = T\ T1 FTl A T T ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015ENO699, A10015EN0699, A09015EN0699, A08015EN0699. A07015EN0699 A11030ENO699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015ENO699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE To BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION 89218 SUITABILITY AND USE OF THIS COMPONENT FDR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. it N0.42704 STATE OF i..40 F1 V0. 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4"L" BRACE. GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 7. 2x6 40 % 50 % 110 MPH 30 FT 2x4 10 % 10 % 2x6 50 % 50 7• 100 MPH 15 FT 2x4 10 % 10 % 2x6 30 7 50 7 100 MPH 30 FT 2x4 10 % 10 % 2x6 40 7 40 7. 90 MPH 15 FT 2x4 20 % 10 % 2x6 20 % 40 7• 90 MPH 30 FT 2x4 10 % 10 % 2x6 30 % 50 % 80 MPH 15 FT 2x4 10 % 20 7• 2x6 10 % 30 % 80 MPH 30 FT 2x4 20 % 10 % 2x6 20 % 40 7• 70 MPH 15 FT 2x4 0 7. 20 7• 2x6 0 7• 20 % 70 MPH 30 FT 2x4 10 % 20 % 2x6 10 7. 30 % EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP q3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED CABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" DRAWINGS GA-B98117 876,719 & HC26294035 REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSF FAC. ANY SPACING 24.0" VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"—BRACE, 80% BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP #3 OR BETTER. WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE), EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". ATTACH EACH VALLEY TO EVERY SUPPORTING -TRUSS WITH MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2) 16d BOX (0.135" X 3.5") NAILS TOE —NAILED TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED-BLDG., BY VALLEY TRUSSES 30 FT. MEAN LT-P 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D f 4-0-0 MAXI 12 12 bLAX. tiY2X4 W2X4 i4'2X4 8-0-0 MAX-{ 12 W4X12hIAX. W1X3 6-0-0 W1X3 MAX SPACING) W2X4Y1X3WiX3 16-0-0 MAX W1X3 W2X4 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. E—N W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 12T COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) r, yr. 00 PLAN SUPPORTING TRUSSES AT 24" OC h-IA,XIhfUDi SPACING. \\\'\", 1"tiall^utllltlslllr y// Q„` ry THIS DRAWING REPLACES .DRAWING A105 3 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED.'V BY TPI (TRUSS PLATE i TC LL 30 30 40PSF REF VALLEY DETAIL INSTITUTE, 583 D'ONOFRI DR., SUITE 200,. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE 'PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE C DL 2O 15 7 PSF DATE 06/25/99 SMYTH LUMBER -CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 1NO. 42704 7 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOFTRU55 DIVISION ENGINEERED DUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY ,DEVIATION FROM THIS = DL lO 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ICAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE JO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, = HANDLING, SHIPPING, INSTALLING C LL 0 0 0 PSFANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH' APOPKA, FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 0 . STATE OF OT. 55407-2931522 AMERICAN FOREST AND PAPER -ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAi ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE 1 •• - j Q I' LD. 60 57.PSF OFFAX: 407-299-9153 TRUSS AND,. UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O O O ' OPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. .THE - SUITABILITY AND USE (IF THIS COMPONENT FOR ANY L NC( ('. \ DURYAC.1.25/1.33 1.15 1.15 SPACING 24" GERTIFICATE of AUTHORIZATION N9216 PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE G•-N`+ \\ 4/ •+ 0BUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. llIIIIIIIIIIIIIIIH I CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR 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) (A) 3) 16d BOX NAILS C) ( B) 4'0" TYP. ( B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 43) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE A07-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CEfITIFICATEDFAUTt4ORl7ATION#9218USUlTABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN 1. u IviIV1 V1N 1RU.Do.Co H1 r_'} uu 2) 16d BOX NAILS, 1 TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING G •• BC Ar : No. 42704 ;B C TO' STATE OF o,.— SON A1- ,,.>` 3) 16d BOX NAILS. TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7PSF DATE 06/25/99 PL 10 10 10 PSF DRWG VALCONVF0699 IL 0 0 0 PSF ENG MLH/KAR LD. 60 155 157 PSF C. 1.25/1.3311.1511.15 ING SEE ABOVE r TOP CHORD 2X4 #2 OR .BETTER PIGGYBACK DETAILBOTCHORD2X4 #2 OR BETTER 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 PURLbN 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. MAX SIZE OF 2X12 2 OR BETTER A E En A A Er Er F, A 20' FLAT TOP CHORD MAX SPAN II E E E E C C C C JOINT TYPE SPANS UP TO 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 I.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE. SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 0 O 0 0 0 O O o 0 0 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. oov".s"fil VM4&, WING REPLACES DRAWINGS 634,016 634,017 & 847,045 INSTALL ING` TRUSSEAN HRACINGEO RIEFERREEXTREMEEHIB 91R(HANOLINGEINFABRICATINGINSiALLINGN AND BRACING), PUBLISHED PLATE MAX LOADING REF PIGGYBACK BY TPI CTRUSS INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR-{ SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V .1.` IF'Cq•• i 55 PSF AT DATE 06/25/99 DRWG PIGBACKB0699 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. K r IMP ORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE v • 1.33 DUR. FAC. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, NO. 42704 SO PSF AT EI IG DLJ/KARHANDLING, SHIPPING, INSTALLING AND BRACING F TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED THE 5 DUR. FAC. APOPKA. FL 32703 - BY FORESGR40T f:1.2 407.299-1 522 FAX: 407-299-9153 ASTMAMERICANA653 GALV.AND PSTEELAPER AEXCEPTT S )NOTEDAND TFI. APPLYALPINECONE NNECTCTORSOT EACHFACE OF OGA TRUSS AND, UNLESS OTHERWISE STATE OF 47 PSF AT LOCATED ONTHISDESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL y /•• •• 15 DUR, FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.- THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y Al - A p ^ `:.•• CERnFICATE OF AUTHORIUTION g921B RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O_ _ IO ACING 24.0 NAL BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281' 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791fl 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 ** MAX 4 4 9X12 TRULOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING-; TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTDM CHORD SHALL S MYTH LUMBER CO. HAVE A. PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FDREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-299-9153 STM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RAWINGS IGO A-Z. THE SEAL ON THIS DRAWING IN ICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #92 lei SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 y TICLL - PSF REF BC FILLERNF DL - PSF DATE 06/25/99 B DL 10.0 PSF DRWG BCFILLER0699 No.42704 c=_LL - PSF -ENG DLJ/KAR TO'j LD. - PSF a STATE OF FAC.1.0/1.15/1.25/1.33 p®. P_'c nR OP_..ACING 24.0" D,N.A1,,,` STEEP WN CORNER SET 2 TYF TOP CHORD 2X4 SO. PINE ,#2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N 19 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 1 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN, HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# Ji J3 J5 **' J7 3.00 12 TO6.00 11'2X4 3 R=463#, W=3.50" END AND CORNER JACKS HJ 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 Jr I I I 1 3' S 7' 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS 3) 16d TOENAILS 2.12 12 - W2X4 TO4.24 I 1 W2X5 i W3X4 OR SIMPSONTHJA26 1 9-10-13 OVER 2 SUPPORTS R=652y, W=3.50" WARNING-« TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-;FURNISHA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 1' ERnPICATE of AUTHORIZATION #9218 SUITABILITY AND .USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILiTY F THE. BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. I L- HIPJACK G TF•.• BC No. 42704 i 0' o STATE OF gyp'•• P.• i.. N A1..,,,.,''' I ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF, TOT. LD. 50 MAX PSF DUR. FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 LL DL DL tL LD. 30 15 10 0 55 MAX MAX MAX PSF PSF PSF PSF PSF REF 7' STBK CS DATE 06/25/99 DRWG CS7SBK3AO699 ENG SJP/KAR FAC. 1.33 CING SEE ABOVE 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 I ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. 1 MPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, 2722SOUTHAPOP1c.AEILVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-2911522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE CERTIFICATE OF AUTHORIZATION 1#9216SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITY F THE BUILDi NG DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2$'N. TC LL C 9 jli,/FAA DL B(% DL No. 42704 C=LL T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 PSF REF CLB SUBST. PSF DATE 06/25/99 PSF DRWG BRCLBSUB0699 PSF ENG MLH/KAR TO g. LD. PSF STATE OF FAC. 0 R 1 ACING ON A 1 b r- FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1979 YOR HIRE Builder: MORRISSON HOMES Address: pZ/g J j//j%% Cflele- Permitting Office: City, State: Permit Number: C)y_ I7 Owner: 1'%./d D Jurisdiction Number: Climate Zone: Central (09 /50v 1. New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4` 1. E Number of Bedrooms 4 _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1979 ft2 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 250.0 ft2 0.0 ft2 - b. Default tint 0.0 ft2 0.0 ft2 - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 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 ft2 b. Frame, Wood, Exterior R=11.0, 4.0 ft2 _ c. Frame, Wood, Adjacent R=11.0, 412,:0 ft2 _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1983.3 ft2 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 PASS Totalbasepoints: 30267 I hereby certify that the plans and by this calculation are in compliar Energy Code. PREPARED BY: DATE: ---------- ----- I hereby certify that this bui compliance with the FI a OWNERIAGE DATE:--------------- ations covered the Florida Ined, i in Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 PT, _ Review of the plans and O4gIiE Sr4 specificationscoveredbythiscalculation indicates compliance with the Florida Energy Code. ""' "`0 Before construction is completed y this building will be inspected for compliance with Section 553.908 r,I.coD gS Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® ( Version: FLRCSB v3.30) i FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1979.0 25.78 9183.4 Single, Clear IJVV 1.5 7.0 30.0 40.72 0.95 1158.0 Single, Clear NW 7.0 7.5 10.0 40.72 0.66 268.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SE 8.0 9.0 64.0 61.07 0.53 2077.0 Single, Clear SE 1.5 6.0 20.0 61.07 0.89 1086.7 Single, Clear SW 16.0 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: 198.3.3 4224.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0.00 0.0 Base Total: 6996.0, As -Built Total: 220.0 7018.0 INFILTRATION Area X BSPM Points Area X SPM Points 1.979.0 14.31 28319.5. 1.979.0 14.31:.. 28319.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 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 EnergyGaugeWlaRES'2001 FLRGSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #-1 1 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: 418.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1979.0. 0.28 554.1 1979.0 -0.28 554.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.30 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 EnergyGauge'rm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.30 r FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16148 3863 10256 30267 1 12168 5118 10495 27781 PASS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code. Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. CA_99 r%YUCD DDCC/^DIDTIVC MGACI IDGC /mnc4 ha mn4 nr nve-nnrinrl by all rncirinncoc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap, required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score, the more efficient the home. 1. New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family i 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1979 ft' 7. Glass area & type Single Pane Double Pane - a. Clear - single pane 250.0 ft' 0.0 ft2 b. Clear - double pane 0.0 ft2 0.0 ft2 c. Tint/other SHGC - single pane 0.0 f12 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 R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ft' _ R=11.0, 4.0 ft2 _ R=11.0, 412.0 ft2 R=30.0, 1983.3 ft' 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: Date: Address of New Home: 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 ism a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar "'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you 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) k. RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 tint' i 1a1NINII rsA }:"" N"Pr ili V IiIf11,11MGL150'V ig Notes: n r, 1 + I "`°"k°W'S,,rl4'dG 1'4tli" 4wkt" fl' '!'w9k'i'kI Y" 'h S2s,".' " i 4B"' k i Y I k INOUN .du { I ` i' illy a I IM1 nh il fo r aitlon _ , I,„'k:;_ . .n I "I.' N Weather Orlando AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F DesignTD 32 °F Heating Summary Buildirg heat loss 39310 Btuh Ventilation air 0 Cfm Ventilation air loss 0 Btuh Design heat load 39310 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatin Cool19AArea (ft2) 19 Volume (ft3) 18801 18801 Air charges/hour 0.80 0.40 Equiv. AVF (dm) 251 125 Heating Equipment Summary Efficiency 7.7 HSPF Heating input Heating output 0 Btuh @ 47-F Heating temp rise 0 °F Actual heating fan 1200 cfm Heating air flow factor 0.031 ch-VBtuh Space thermostat Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TO 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh DDesigmmn temperature swing 3.0 °F Use data n Rate/swing multiplier 0.98 Total sens. equip. bad 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3696 Btuh Total latent equip. load 6551 Btuh Total equi bad 339T7 Btuh Req. total capacity at 0.70% SHR 3.3 ton Cooling Equipment Summary Efficiency 121 EER Sensible cooling 24850 Btuh Latent cooling 10650 Btuh Total cooling 35500 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.044 cfi'rVBtuh Load sensible heat ratio 81 % Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wregt1tsoft Right -Suite Residentialn 5.5.06 RSR26013 2002-Jul-24 17:30:35 4C E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 F_ RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 631-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18801 w x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x 251 cfm x 32 °F Winter TD = 8824 Btuh 3. Winter infiltration HTM 8824 Btuh / 301 ftz Total window = 29.3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration load 1.1 x 125 , cfm x 18 °F Su7 merTD = 2482 Btuh 3. Summer infiltration HTM 2482 Btuh / 301 ft2 Total window = 8.2 Btuhllf and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 125 cfm = 3696 Btuh rroceuure u - ryuilimuln 01c1119 waua 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F SumrrlerTD = 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 sizing load - sensible = 27426 Btuh 2 Latent stung load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3696 Btuh Equipment stung bad - latent = 6551 Btuh kConstruction Quality is: a No. of Fireplaces is: 0 Boldlltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 71h Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26013 kCA E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr 2002-Jul-24 17:30:35 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) 631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING ROOM a n se a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 30.0 2.7 a n se a c n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0 DINING ROOM a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 KITCHENINOOK a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 FAMILY ROOM b n riw 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 39.4 20.0 0.0 a n ne a c n .0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 MASTER WIC BATH 2 UTILITY ROOM BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 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 47.4 15.0 1.3 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 MASTER BATH a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0. 39A 16.0 0.0 k-_ w,,rjghtsaft Right -Suite Residential- 6.5.06 RSR26013 2002-Jul-24 17:30:35 Ztk E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7f24/02 r 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J. Ah Ed 1 Nam dmorn Efire House LIVINGROOM DINING ROOM KfTCHEN1400K 2 n dexposed Wall 0111220.0 ft 48.0 ft 17.0 ft 19.0 ft 3 Roan n5ias 19.0 x 11.0 ft 10.0 x 16.0 ft 19.0 x 14.5 ft 4 Ceiings Cantu Option 9.5 ft heatbool d 9.5 ft heabood 9.5 ft Iheatbool 9.5 ft heatbod TYPE OF CSr HTM Area Load (Bhln) Area Load (Bti h) Arm . Load Afi) Area Lars Ah) D 06URE NO. Htg Clg ft') Htg Clg ftz) Htg Clg ft2) Htg Clg ft Htg Clg 5 Gross a 14B 4.6 2.1 1663 333 95 181 Bposed b 12C 2.9 1.9 4 4 0 walls and c 13C 3.2 1.2 424 119 67 c patitiors 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 Wrdors ad a 1 C 37.0 186 6875 40 1478 25 ex924glass doorsb8C37.0 64 2365 0 0 0 0 0 Heating 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 Wrdxsad North 20A 17 340 13 258 0 0 C"' 0 glass doors NEMW 39.4 165 69M 0 0 25 9R5 2E 965 CoofrS EW 0.0 0 0 0 0 0 0 c 0 SFJSW 47.4 68 3239 27 1295 0 0 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 C0 8 Other doors a 11A 18.9 127 51 963 6M 33 9B 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 2.1 1390 6380 2842 260 1198 535 70 323 144 15E 717 320 apcsed b 12C 2.9 1.9 4 12 8 4 12 8 0 0 0 c 0 0 walls and c 13C 3.2 12 406 1279 475 119 375 139 67 211 78 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 in 3356 9m 279 354 465 11 11 1 1 1 613 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 c0 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 Z D 5702 0 48 1244 0 17 441 0 1 492 0 Now: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 301 t6624 2482 73 2140 602 25 733 206 z 733 296 13 Subbid Loss-6+8.+11+12 35736 7424 2902 3333 Less a dwd heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss lul/ 3574 10°/ 742 10° 290 100A 333 15 Total loss =13+14 39310 8167 3193 3686 16 Int gars: People @ 300 6 1800 0 0 1 300 C""*" 0 Appl. @ 1200 2 1800 0 0 0 0 1 1290 17 Sulubt RSH gae>=7+8.+12+16 Less edwd000frg Less transfer 0 0 0 0 Coding redistribution 0 0 0 0 18 Dud gain 100/ 2454 101/1 372 100 237 10' 332 19 Total RSH T&(17+18)-PLF 1.00 29996 00 4096 1.00 2277 1.00 3657 Airrequied ( oim) 1230 1200 1 249 182 97 101 1121 163 Printout certified by ACCA to meet all requir muTts of Manual J 7th Ed: wrrf j"tsoXit Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 A` EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET w Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7724102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NIANUAL J: 701 Ed 1 Nan-edroan FAMILY ROOM MASTER SUITE MASTERWIC BATH 2 Len hoermalsfexposedWal 33.0 ft 21.0 ft 0.0 ft 0.0 ft 3 Rmm dn 17.0 x 16.0 ft 13.0 x 18.0 ft 7.5 x 11.0 ft 11.0 x 5.5 ft 4 Ceiings CanrfA.Option 9.5 ft i heaVmol 9.5 It heaVmd 9.5 ft heaVocd 9.5 ft heaVood TYPE OF CST HTM AlArea Load (Bkb) Area toad (Btuh) Area Load (BUJ1) Area Load (Btuh) E>FOSURE NO. Htg Clg Htg Clg kz) Htg Clg M Htg Clg k Htg Clg 5 Grass a 14B 4.6 2.1 314 27D 0 Bposed b 12C 2.9 1.9 0 0 0 ells and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wrxbnsad a 1C 37.0 0 0 35 1294 0 0 0 glass doors b 8C 37.0 64 2366 0 0 0 0c 0 Heap g c 9C 38.7 0 0 0 0 0 0c 0 f 0.0 0 0 0 0 0 0 M o M 7 Wixbnsand North 20.4 0 0 0 0 0- 0 0 gLiss doors NEM 39.4 64 2522 35 1379 0 0 0 CooCn9 EW 0.0 0 0 0 0 0 0 0 SEISW 47.4 0 0 0 0 0 0 0 SaN1 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 01 0 0 8 Olterdoos a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 1 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 2.1 250 1150 514 165 758 339 0 0 0 0 0 ep-d b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 c 0 0 vlalls and c 13C 3.2 12 0 0 0 0 0 0 0 0 0 c 0 0 1-tc 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 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 272 461 605 234 317 521 51 140 181 61 113 135 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 c 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 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 0.0 33 855 0 21 544 0 0 0 0 1 0 0 Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 P-rt#er 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 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 64 1876 529 1 35 1026 299 0 0 0 c 0 0 13 Sub6dalbss=6+8_+11+12 6708 4019 140 103 Less ederrd healing 0 0 0 0 Less trar u 0 0 0 0 Heating redsWxAm 0 0 0 0 14 Dud lass 10°/ 671 10°/ Q 100 14 10° 10 15 Total loss =13+14 7379 4421 154 113 16 Ind. gains: Peo* @ 30D 4 1200 1 300 0 0 c"" 0 Appl. @ 1200 0 0 0 0 0 0 c*'" 0 17 Subtot RSH garF7+8 +12+16 5369 2827 184 135 Less a d3rnal cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redstrftwticn 0 0 0 0 18 Duct gain 10°/ 537 10% 2Ki 10° 18 1(T 13 19 TcW RSH gaM17+18)'FLF 1m 5905 1.00 3110 1.00 2Q2 1.0D 2D Air required (dm) m 203 135 138 5 9 3 7 Printout certified by ACCA to meet all requirements of Manual) 7th Ed. wr gl itsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 p` EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 71h Ed. 1 Name of roan UT1LfTY ROOM BEDROOM 2 BEDROOM 3 BEDROOM 4 2 lvar 7.0 ft 28.5 ft 13.0 ft 10.5 ft 3 ode Room drrenso is 7.0 x 10.5 ft 18.0 x 11.0 ft 12.0 x 120 ft 11.5 x 12.0 ft 4 Ceiings Condit Option 9.5 ftheatbod 9.5 ft Fea6'cod9.5 ftheatbod 9.5 fti heatbad TYPE OF CST HTM Area Load (Bt h) Area Load (Bhh) Area Lwd (BW) Area Load (BWi) E41OSURE NSO Htg Clg ft0 Htg Clg ft') Htg Clg M Htg I Clg M Htg I Clg 5 Gross a 14B 4.6 2.1 0 100 124 10c** EVcsed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 67 171 0 paftors d 0.0 0.0 0 M» 0 0 e 0. 0 0.0 0 0 0 f 0. 0 0.0 0 0 0 6 V* xb vs a-d a 1 C 37.0 0 0 15 554 15 554 1 554 Ig ass doorsb8C37.0 0 0 0 0`" 0 0 0 He2tn9 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 VVrdxzar- d North 20:4 0 0 1 27 1 27 1 27 glass doors NEMVV 39.4 0 0 0 0 0 0 0 t oo6ng ENV 0.0 0 0 0 0 0 0 c 0 SESN 47. 4 0 0 14 648 14 648 14 648 South 0. 0 0 0 0 0 0 0 0 Hoe 0. 0 0 0 0 0 0 0 c""" 0 8 Otherdoas a 11A 18.9 127 18 340 229 0 0 0 0 0 0 c 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0 0 c 0. 0 0.0 01 0 0 0 0 0 0 0 0 c 0 0 9 Net a 148 4.6 2.1 0 0 0 85 392 175 109 500 223 8E 391 175 0pcsed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 1 0 0 wads and c M3.2 1.2 49 154 57 171 539 200 0 0 0 c 0 0 partitions 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 f 0. 0 0.0 0 0 0 0 0 01 0 0 0 0 0 10 Ceilings a 16D 1.7 22 74 125 164 111 331 441 144 244 321 131 234 307 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 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 Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 perineer 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 c 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.3 82 181 SE 148 15 440 124 15 440 124 11 440 12 13 Subtotal lc6s=6+8.+11+12 1328 2999 a075 1891 Less edard heatT 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 10°/ 133 10°/ 300 100 208 101 189 15 Total km =13+14 1461 M9 16 InL gays: People @ 300 0 0 0 0 0 0 c""` 0 Appl. @ 1200 1 600 0 0 0 0 0 17 Subbot RSH g wF7+8.+12+16 1199 1614 1343 1290 Less adernal cooing Mess transfer 0 0 0 0 Coolingredstrbutim 0 0 0 0 18 Duct gain 101/ 120 10°/ 161 100 134 10° 128 19 Total RSH ga(17+18)'PLF 1.00 1319 1.00 1776 1m 14-U 1.W Air required ( dm) 45 59 101 79 70 66 63 63 Printout t & tW by ACCA to meet all requirements of Manual J 7th Ed;. wrrJHtso'Ft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 p` EAFiles\ MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 RIGHT-J WORKSHEET 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 MANUALJ: 7th Ed 1 Name d room MASTER BATH 2 nofe gxsedWal 23.0 ft 3 Rmmdmertiors 120 x 11.0 ft 4 Ceiings Candt Option 9.5 fti heAbod TYPE -OF CST HTM Area Lars (Bt h) Area Area AreaEXPOSURENO. Htg Clg ft') Htg Clg Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 219EVosedb12C2.9 1.9 0 wills and c 13C 3.2 1.2 0 e 0.0 0.0 0 f 0.0 0.0 0 6 V*xbAsad a 1C 37.0 16 591 glass doors b 8C 37.0 0 0 HrauxJ c 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 f 0.0 0 0 7 V*id3 s and North 20.4 0 0 glass doors NEMVV 39.4 16 630 Cooling ENV 0.0 0 0 SESW 47.4 0 0 South 0.0 0 0 Horz 0.0 0 0 8 Olherdoors 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 2.1 293 933 417 eposed b 12C 2.9 1.9 0 0 0 A& and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 132 224 294 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 Note: roan b 0.0 0.0 0 0 0 p-reler 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 12 Infiltration a 29.3 82 16 4691 132. 13 Subtotal br--o+8_+11+12 2914 Less a dernal heating 0 Less trarsfer 0 Heating mclistrilx" 0 14 Dud loss 100/ 2B1 o 15 Total loss =13+14 16 lat. gains: People @ 300 0 0 1200 0 0 17 Subbot RSH gair7+8 +12+ 1+ 16 1473 Less eaderrr2l cooling 0 Less transfer 0 Cooling redstrrbuticn 0 18 Dud gain 117'/ 147 o/ o o 19 Total RSH gain=(17+18)*RY 1 m 1W 20 Air required (dm) 91 72 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrgF tscoR Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 A""^' EAFiles\MORRISON 2002\1979 YORKSHIRE\7979 YORKSHIRE.rsr Page 4 3' bath duct i coy, PVFCV tc roof cap Iox6 1 c w fan I 65 tl6BQS 85 NL TONE 696RNB s 4' bath duct t roof, c p w% an-Uqh 12x12 rag 12x6 I-d y 0 NU ONE 763RLNB 12xi2 id 9• 7 IOx6 lecd65 l265 7' S' f ISx18 r g 0x18 3' bath duct 16• - 10 t%faoof cap x10 rag N U T O N E 696RN3 9 ax, 1wc IOx6 1•cd 5• f7 ltlfi 65 0=2LCIM $ I0x10 4 d 165 u ---, 1 ' I I 1 4• 18 L 16• J d 1 o 1 le_ 1 i1Ox6 g cd 1 1 1 1 I Ox10 rag 80 6' I0x6 I•cd Ioo 6 r'. a9 H L .ad 7• 3. 0 70N V/IOKV E240V 1PH 18x13 peen 4- dryer duct 24X14 RA0 to — F cap platform by bldr 9' 4AISEAC 1 IAYC 101'L 1 J a Y cv n_•nnl--, 14x8 1•cd ISO 1 Must have a nln,mun clearance of 4 -Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. J 5= C( Q g L S RE n m F-- J z > N N O W W \. I— G El z m 3 ti n W z A A Y o G Rating o w N m w •- .. > z o z o w a o D a Of O] 0- J (n 0 0 National Evaluation Service, InceNJ5203LeesburgPike, Suite 600, Falls Church, Virginia 22041-3401 Phone:703/931-2187 Fax:703/931-6505 INTERNATIONAL CODE COUNCIL,. website: www.nateval.org NATIONAL EVALUATION REPORT Copyriqht © 2001, National Evaluation Service, Inc. BORA-CARE® TERMITICIDE, INSECTICIDE AND FUNGICIDE NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE 37853 800-264-0870 nisus(aD_nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARE® Termiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA-CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA-CARE utilizes a patented formulation of this mineral salt DOT) and glycols to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORA-CARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus 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. Report No. NER-617 Issued October 1, 2001 The instructions within this report govern it mere a e ai ry cui 1111LAZI 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 accordancewith local, state, or federal pest control regulations. BORA-CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electrical wiring, and plumbing. 4.3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, eitherexpressedorimplied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of Z Re ort No. NER-617 Page 2 of 2 5.0 IDENTIFICATION Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA-CARE was evaluated only 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. 6.4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject examination a periodic the subterranean termite feeding and tubing near basis. For informationn onn the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 2001 Progress Report, 110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code11999, the 1999 Standard Building Code©, the 1997 Uniform Building Code T"4, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN Wi& FLANGE 1t Woao eUac CONCRETE OR MASONRY OPENING 8Y OTHERS EXTERIORFINISH BY OTHERS SHIM AS REO'D ONE BY WOOD BUCK BY OTHERS SEE NOTES) BUCK WID7HINSTALLATIONANCHOR EMBEDMENT 3/16" DIA. TAPCON SHIM SHIM AS REO'D SHOWN FLANGE TYPE SPACE MAX SEE NOTES) CAULK BETWEEN WINDOW FRAME W000 BUCK-'& JAMB MASONRY OPENING G CONCRETE OR MASONRY BY OTHERS OPENINGEIBYOTHERS a `INSTALLATION 1 1/4' MIN. ANCHOR G • EMBEDMENT 3/16" CIA TAPCON SHOWN PERIMETER CAULK J' BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTEBI WINDOW BUCK HEIGHT HEIGHT FLANGE TYPE SILL STOOL WINDOW FRAME BY OTHERS SILL PERIMETER CAULK L BY OTHERS jjj"'TTT in PERIMETER CAULK Q BY OTHERS CAULK BETWEEN WOOD BUCK h WINDOW W10TH MAS'Y OPENING BY OTHERS EXIERI CAULK BETWEEN EXTERIOR WINDOW FLANG FINISH WOOD BUCK BY OTHERS SECTION 2 WINDOW WTH. B C D E J / K 2 WINDOW HGT. F G H Q 4 CAULK BETWEEN WINDOW FLANGE h PRECAST SILL WITH VULKEM PRECASR SILL115 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 C NERAAl NOTES, 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL• ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 4) APPLICATION OF VULKIM IIS ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CV55 THICKNESS MAY VARY PER THE REOUIREMENTS OF AMU E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CUSS SINGLE HUNG SERIES. 1 fJ ELEVATION VIEWED FROM EXTERIOR i 2! QZ ZIi—d2, PRLPARED Br: CCE I1i TT R.AL v FLyOy'IMA. {fl-0JI.F. LG129. L\UL'tLC ULLJ:. 1'CE1'. fft G%- NERAL Al U/-i/J\) UM M. A CTVZF PTT .W .4 COMPARATIVE ANALYST ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE W10TH/HOGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 1/6 X 26 99 99 B F.G 13 19 t/6 X 30 3/6 78 76 B F,G 14 19 ,/6 X 50 SA 59 50 B F.G 14+ 4 19 t/6 X 54 SA 54 54 B F,G 14+ 5 19 1/6 X 55 5/1 52 52 B 15 19 t/6 X 53 45 45 B F:G 16 19 t X 72 40 40 F C 1R2 21 1/2 % 8 B FG IH3 28 t/a X 51 51 B F,G 1H4 26 I/2 X 50 6/6 44 44 B F,G 1 H4+4 26 1/2 X 54 6/0 42 42 8 F.G 1 H4+5 26 ,I X 55 5/5 I N B F,G 1N5 26 1/2 X 63 40 40 B F. H6 26 1 X 72 40 40 FG 3OX2 30 1/1 k 26 56 6 B F,G 3OX3 30 1/2 X 38 3/1 44 44 B F.G 3OX4 30 I/2 X SO a^ 40 40 B F,G 3OX4+ 4 30 I/2 X 54 6/a 40 40 B F,G OX4+ 5 0 1/f % u 6/6 40 0 B f,G 30% S 630 1/2 11 63 40 40 4011 GG 22 37 z 26 51 1 B F.G 23 37 X 36 3/0 40 40 B F,G 24 37 X 50 5/8 40 40 B F.G 24+ 4 37'X 54 &A 40 40 B F,G - 24+ 5 37 X 55 3/0 40 40 B F,G 25 37 X 63 40 40 S F,G,HJ 6 37 X 72 40 F C 1 4828 4B X 26 46 46 B F,G 4838 48 % 35 3/1 40 40 B a F,G 4850 46 X 50 3/6 40 40 B F,G 484+ 4 48 % 54 6/6 40 40 8 F,G,H.I 484+ 5 48 X 55 1N 40 40 B F,G,H.I 4863 48 X 63 40 40 B F,G.H,I 32 53 t/6-X 26 45 45 B F,C 33 53 1/6 X 36 3/6 40 40 B F.G 34 53 ,/. X 50 AA 40 40 B F.G.H.1 34+ 4 53 1/0 X 54 5/8 40 - 40 B F.G.H.1 34+ 5 53 1/0 X 55 6/6 40 40 B F C H;I 35 53 t/6 X 63 40 38 40 40 40B B. F,G,H,I F G 1 tlx: 1) WHERE WATER RESISTANCE TEST REOUREMENT OF 15M OF DESIGN LOAD APPLIES.POSITIVE DESGN LOADS WILL BE LIMITED 'To 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- DIA TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOT. CrtcmfflM TX • PABOX 61S0' 00RmTX 7SN1 C` ASSEMBLY DRAWING SERIES 1440/ 1540 ML SINGLE HUNG WNDOW L m• . Y. 247A5tX0 Nmm10/26 Ot B GEN 0012 IrM PENSION BY Ea TECHNOLOGYCORP_ 250 ,NTERNATIGNAL PN SURE 25q HFAHROW. FLOROA 32746 PHONE 401 803-0365 FAX 407 805-0388 E t s i CAULK BETWEEN -ODD —\ BUCK & MASONRY OPENNC BY OTHER I ONE BY WOOD BUCK BY OTHERS CAULK BETWEENNDOWFLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLAZING — DOW HEIGHT EXTERIOR I I PERIMETER CAULK 1 BY OTHERS i INSTALLATION ANCHOR 3/t6' DIA. TAPCON BUCK WIDTH 1/4' MAX. SHIM SPACE CONCRETE OR MASONRY OPENING SHIM AS REO'D SEE NOTES) 1 ENTMSEMBEDMENT BY OTHERS I SHIM AS REO"D. SEE NOTES} FLANGE TYPE WINDOW FRAME JAMB Q CAULK BETWEEN WOOD DUCK & Q MAS'Y OPENING BY OTHERS GLAZING J 1-1/4' MIN, INSTALLATION ANCHOR EMBEDMENT 3/16 DIA. TAPCON 4 1/1 MAX. ONE.BT WOOD SHIM. SPACE EXTERIOR BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCK WINDOWw10TH L CONCRETE OR MASONRY OPENING FLANGE TYPE SECTION 2 BY OTHERS WINDOW FRAME >TUCCO a7- COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 x 60 40 58 O.EI,G 12, x 72 40 56 C EE.F.G 16 x 16 40 106 C HJ 24 X 16 40 69 A..B HJ 24 X 24 40 55 A,B F,G 24 x 30 40 5 A.B F.G 24 x 36 40 A B F.G 24 X 48 600 40 A.B D.E,F,G 24 x 60 40 40 A,8 D.EF.G 24 x 72 40 40 A.B D.E.F.G 32 x 48 40 40 A. D,E.I G 36 X 24 40 40 A.B D,E.F,G 36 X 48 40 40 A.8 D.E.F.G 36 X 72 40 40 A.B 0.E.F,G e X 24 40 40 A.B O,E,F,G 48 X 48 40 0 A. D.E F.G 48 x 60 40 40 A. D.E f,G 64 X 24 40 40 A.B F,G 72 X 38 40 40 A.B - F.G 72 X 60 40 40 A.B D.E r.G 73'X 16 40 40 A.B I HEADER BY OTHERS CENTRAL FLORIDA B.O.A.F. WINDOWMANUFACTIJRER NAME: HEIGHT WTHTH . FLANGE TYPE NCO. FRAME SILL et-1GRPL ,4WfN11NUM GENERAI NDTES, MASTER FILE # A o 1) SHM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE r E _ SHIM STACK TO BE 1/4-. - 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. 1 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. . 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST, HGT. H 8) WS7ALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL We SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORYAPPLIEDINSTALLATION HOLES, IF FACTORY APPLIED HC•.ES ARE NOT PRESE:il. 8 SCREWS SHOULD BE PLACED AT MAX. 6' FROM CORNERS &'MAX. 24- O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTIT' LISTED WIN NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TC. THE 1550 SERIES. F G MARBLE SILL STOOL BY OTHERS PRE — CAST SILL J CAULK BETWEEN WINDOW FLANGE BY OTHERS & PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION t ELEVATION VIEWED FROM EXTERIOR DATE I SYM ID01 W. Crosby Rd. • CovoMoR. n I— • P.O. Bo: 819022 • DoBm, 11 "1" ptAwNL DESH]eolKM INSTALLATION. C,-TAIL SERIES 1450/1550 FLANGE Pw wHA. H BY wD. B. u E BB N/A BY ECN SHEATHING BY OTHERS FB INSTALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR — \ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTERIOR FIN TYPE — WINDOWFRAME SILL CAULK BETWEEN FIN SHIM AS REO'D. h $HEATING SEE NOTES) 1 MIN. EuBEDMENT FIN TYPEWINDOW FRAME JAMB 2 X WOOD BY OTHERS SHIM AS REO'D.J SEE NOTES) B INSTALLATION ANCHOR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAUL 'ETWEEN SHEA ,. & FIN 6Y OI..,HS I' MIN. EMBEDMENT SHEATHING BY OTHERS WINDOW MOTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. ANCHOR (TYP.) O O 0 O' O SILL STOOL 0 D 2 BY OTHERS 24' O.C. / MAX. (TYP.) O O WINDOW EOUALLY SPACE ANCHORS (TYP.) HGT', O O 0 / 0 PERIMETER CAULK BY OTHERS SHIM AS RE INO' D. O SEE NOTES) 0 '0 o. 0 0 6" MAX. (TYP.) SCREW INSTALATION 2 x WOOD ANCHOR SHOWN BY OTHERS TYP.) 6- MAX. (TYP.) CAULK BETWEEN WINDOW FINKELEVATION EXTERIOR SHEATHING BY'o HERS EMBEDMENT VIEWED FROM EXTERIOR . SHEATHING SECTION 1 BY OTHERS M,ANUF,AZTURER NA10HI C —N F_ Ra I 4 t U nail LLB ) MASTER EELE COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /8 SCREWS NO. OF 0.090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D, IN FRAME REO'D. IN FRAME WEDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL 0- EA. JAMB HEAD SELL O EA. JAMB I6 X 30 109 109 2 2 2 2 2 3 16 X 4D 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 16 X 60 2 2 3 20 X 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 4 20' X 50 59 59 2 2 3 2 2 4 20 X 60 4 48 2 2 2 2 4 28 x 30 57 57 2 2 28 X 40 52 52 2. 2 3 1 2 3 28 X 50 46 46 2 2 3 2 2 4 x 60 40a 2 2 1 2 4 30 X 30 52 52 2 2 2 2 2 2 30 x 40 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 4 0 X 60 O 40 2 2 J 1 2 2 4 38 X 30 4t 41 2 1 38 X 40 a0 40 3 3 3 3 3 3 38 x 50 40 40 3 3 3 1 3 4 38 x 60 40a 3 3 1 3 3. 5 40 X 30 40 40 j 1 40- x 40 40 40 3 3 3 3 3 3 40 x 50 40 40 3 3 3 3 3 4 4 % 6 4 40 3 3 3 3 5 4 4 4 4 1). SHIM AS REO-D. ADJACENT 70 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL @ JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE OESIGN LOADS WELL BE LIMITED TO 40.0 PSF DUE TD WATER TEST PRESSURE OF 6.O PSF ACHIEVED IN TEST. WITH7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING TWO BY WOOD STUDS. USING 0.090 IN. DIA NAILS OR /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1- EMBEDMENT INTO SUBSTRATE. 8) IF E%ACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. GATE I.SYMIRFNSION 1001 W. ""ET 11 • C4Wo18on, TY 75006. P.O. "I M9022. D.MEE. TIE 75 on...c asmlo.I ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW AwN 6• .+IY 6• SCAV: BS N A cwa wrt 11 /D5/01 B GEN-0013 i I' MIN, SHEATHING EMBEDM[NT BY OTHERS CAULK BEHIND FIN EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEA ER GLAZINGSEENOTES) EXTERIOR 1 FIN TYPEFRAMESIL PERIMETE] BY OTHER EXTERIORFINISH BY OTHER CAULK BI SHE AT Hir._ er 07 HERS SECTION 1 f— WINDOW WIDTH- MAX_ SHIM SPACE 2 x By WOOD BY OTHERS SHIM AS REO'D. //------ 2 X WOOD Br OTHERS FIN TYP[ WINDOW / 48 INSTALLATION FRAME JAMB ANCHOR SCREW MIN. SHIM AS R[0•D- (SEE NO EMBEDMENT SEE NOTE SI - rl/4' MAX. SPACE1 Cx TERIOR PERIMETER CAULK BY OTHERS X8 INSTALLATION ANCHOR SCREW EXTERIORFINISH CAULK BEHIND FIN BY OTHERS SECTION 2 SHEBY OTHERS WINDOW WIDTH WINDOWHEIGHT 0 0 o 0 24' O.C. MAXI ( T TP.) R 2 WINDOW / HEIGHT L EQ'D. 0 0 6' MAX. (TYP-) -- -- LI, MAX. SHIM SPACE ELF VATIDN NB INSTALLATION VIEWED FROM EXTERIOR ANCHOR SCREW 2 X WOOD BY OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART V N W OE SIGN PRESSURE NO. OF X8 SC REVS NO. OF 0.099 DIA. NAILS SIZEINCHES) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED 1N FRAME WIDTH/HE IGM ExTE RIOR INTERIOR HEAD L SILL E EA JAMB HEAD L SILL B EA. JAMB 20 : 30 40 40 2 2 22 2220X40404023 2 3 20 x 50 20 % 6 400 40 22 3 2 3 30 . 30 40 40 2 2 2 33040404023 2 3 30 X 50 30 . 60 4040 40AD 22 3 2 4 40 x 30 40 40 3 2 3 40 X 40 40 40 3 3 340X50 40 % 60 0AO 404 33 3 7 5 50 30 4D 40 2 44 3 50 X 40 40 40t,D 3 3 4 50 . 50 50 n 60 00 40 33 3 4 5 CENTRAL FLORIDA R,®BA.F. MANUFACTURER NAME: CF-NERx4[ qi T /M/n/ /y MASTER FME # __ NOTES` 1) WHEREIT WATERDESIGN L11ANCC TEST REQUIREMENT OF IS% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TESL PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION. FIN FRAME WINDOW IN WOOD FRAME OPENING E mI TWO M WOODSTUDSUSING48SCREWSEWIDOWISUFFICIENTWOLENGTHTDPROVIDEMIN. 1' EMBEDMENT INTO SUBSTRATE OR MD99 IN. DIA NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE QUANTITY LISTCD WITH NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EOUALLT SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (TYP.) .3, WINDOV FRAME MATERIAL ALUMINUM ALLOY 6061 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL L JAMBS. 71 USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAT VARY PER REQUIREMENTS OF AS TM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO OUALIFIED. 9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. (TYP.) CAULK BETWEEN - WOOD BUCK L MASONRY OPENING BY OTHERS CAULK BETWEEN VINDOU FLANGE L VDGD BUCK MASONRY ORSONRYOPENING By OTHERS EXTERIOR FINISH — By OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOW FRAME MEADER WINDOW EXTERIOR HEIGHT ONE By WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIP, TAP CON Z— SHIM AS REO'D I (SEE NOTES) d 1-i/A' MIN. EnBEDnE NT 1 { SHIM SPACE GLAZING VTP. SEE NOTES) BUCKHEIGHT SHIM AS RED'D SEE NOTES) FLANGE TYPE VINDDV FRAME SILL PERIMETER CAULK rV r. 1 DDUCK YTMEHC. WOOD BY OTHERS _ 1/K' MAX. SHIM SPACE EXTERIOR FINISH d d BY OTHERS CAULK BETWEEN VINDDV I-l/' MIN. FLANGE L VDOD BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. TAP CON BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION I NOTES: 1) SHIM AS REOD. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIU_ MAX. ALLOWABLE SHIM STACK TO BE 1/4*. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL EI JAMBS. a) USE LATEX CAULK FOR PERIMETEP. SEAL AROUND EXTERIOR OF WINDOW FLNGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLATION IS LIMITED TC' 40.0 PSF. 7) FOR .INS TALLATIDN OF FLANGE FRAME WINDOWS IN CONCRETE OR MASDNFY OPENING, USE 3/I6' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L 24' D.C. MAX. BETWEEN. D) BUILD DOWN AROUND CURWED PDRTIGN OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TD ADEOUATELY TRANSFER LOAD FROM VINDDV TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIHIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FITED WINDOW FRAMING SYSTEM. CENTRAL FLOREDA B.O.A_F. MANUFACTURER NAME: jzgziVEa L .4L(11111VVH MASTER FELE # 05 I WINDOW WIDTH I. ELEVATION VIEWED FROM EXTERIOR ejI n7_Zi IZ DAs- DW HT BLCc VIDTX ." I/A' "AX.AC j S HIM SPACE SHIM AS REO'D 1-1/A• HIN. SEE NOTES) EOMEN C-UL.. FLANGE TYPE CAULK BETVEEN VINDDV FRAME WOOD DUCK L JAMD MA$'T OPENING Q BY OTHERS r INSTALLATION ANCHOR GLAZING ((TP. Q 3/16' Dla TAPC ON SEE NDTLS) ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS Z CAULK BETWEEN EXTERIOR FINISH WINDOW FLANGE BY OTHERS WOOD BUCK VIKDOv VIDIN CONCRETE OR nASONRY OPENING SECT I[IN 2 BY OTHERS WINDOW HEIGHT 1 2 l —.— WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 N. GRIST RE.. C-111w TX 75006 • P.O. BAc 619022 • Ddial. TX 75361 pAAVIr4 LcuonnrX. INSTALLATION DRAWING ONE BY BUCK . SERIES 1450/1550 DESIGNER PICTURE WINDOW w n cM o. A. sc.cc BB N/A BT EcH _ 3/20/02 B I GEN-0025 w SMEATHINC BY CT' ER! CAULK Bi EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMERE FIN TYPE -- FRAME SILL PERIMETER CAULK J BY OTHERS / IB MISTALL+BON J ANCHOR SCREW (TYP.) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN — SHEATHING BY OTHERS ITHER$ NSTALLATION HOR SCREW (TYP.) SHIM AS REO'O. SEE NOTES 1/6" MAX. 1 SHIM SPACE dNDOWHEIGHT I/a' MAX. SHIM SPACE SHIM AS REOD SEE NOTES 1- MIN. 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 WTIHE NOTE' I) DESIGN PRESSURE CAPACITY OF WINDOW @ INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING O.C99 IN. CIA NAILS. PLACE .099 NAILS 6' FROM CORNERS MAX. & 6' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. t IN" EMBED. -ENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX. FROM CORNERS 41 21 C.C. MAX. BETWEEN. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-, 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEk.AROUNO EXTERIOR OF WINDOW FLANGE. B) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND) CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMN USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL.- FLORIDA R.O.A.I'. MANUFACTURER NAME: iF/JEJP.4L J4-! /iM/n//1M MASTER "FILE # oZ ELEVATION VIEWED FROM EXTERIOR d3 u-u I/.- MAX. SHIu SPACE TWO BY FRAMING Sn14 A5 REO'D. BY OTHERS FIN TYPE FRAME JAMB t' MIN EMBEDMENT HEATING BY OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS Ex TERIOR 6 INSTALLATION ANCHOR SCREW (TYP.) WINDOWWIDTH PERIMETER CAULK BY OTHERS SECTION 2 I HE ELEVATION VIEWED FROM EXTERIOR A i I CAULK BETWEEN WOOD BUCK & MASONRY OPENING BT OTNERS ONE BT WOOD BUCK BI OTHER CAULK BETWEEN WINDOW FLANGE 4 WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER EXTERIOR FINISH BY OTHER / PERIMETER CAULK J BY OTHER / FLANGE TYPE WINDOW FRAME HEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE WINDOWFRAMESILL PERIMETER CAULKByOTHER ONE By WOOD BUCK BY OTHER WSTALLATION ANCHOR BUCK WIDTH 1 1// ' IN. 3/t6' OIA. TAPCON EMBEDMENT SHIM AS REO'D FLANGE TYPE 1/X SHIMSPACEMA%. SHIM AS REDO. SEE NOTES) 0 SEE NOTES) WINDOW FRAME JAMB Q CONCRETE OR MASONRY OPENING a 1 7/4- uW. EMBEDMENT 0 BT OTHER 1 INSTALLATION ANCHOR 3/16' DIA. TAPCON PEPoUETER CAULK I a BY OTHERS _ CAULK BETWEEN I/4' SIitu I WINDOW WIDTH WOOD BUCK h MASONRY OPENING SPACE MAX. BY OTHERS EXTERIOR CAULK BETWEEN ERIOR WINDOW FLANGE FINBy OCHER WOCQ'BUCN BUCKHEIGHT SECTION 2 ANCHOR (TYP.) N J K HI a PRE CAST SILL / a BY OTHERS _ CAULK BETWEEN WINDOW FLANGE @ PRE CAST SILL WITH WLKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOT DOWCHT gICHT 1 WINDOW I WIDTH "'111 D F 2 G 1) SHIM AS REOD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. LE SHIMTOL BE 1/4ALLOWABLESHIMSTACKTOBE ,UZ) WINDOW MATERIAL: ALLOY 6063 ELEVATION3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED 70 THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EDUAL VIEWED FROM EXTERIOR APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL. MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. rHIS PRINT ALSO APPLIES TO THE 1550 SERIES MODIFIED SLIDER INSULATING CLASS. B) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16• DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PRONDE MINA-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 0) INSTALL /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED W ANCHOR CHART, USE ANCHOR OUAN717Y LISTED WITH NEXT LARGER SIZE COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 1 00 H.,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A;G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 - H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K A,B.C,D,F,G CEN'I1RAL FLORIDA B.®.A.F. MANUFACTURER. NAME: V p7 MASTER FILE # 8 pATC L. wG nAME a, 3/20/02 I GEN0027 XO.._ .b wrt•..,Knr ... W.rz ,...-..,.uw ..dc. L,.{ •OH IW„ EOf-CJll,u lW,l K!-UM r SHEATHINGCAULK BY T,NW EN FINSHEA'NG SHEATHING 2 X FRAMING BY OTHER By OTHERS MIN CAULK BETWEEN 1/4 MAX 9 SCREW NSTALA EDMENT SHEATHING SHEATHING & FIN HIM AS REOD SHIM $PACE BY OTHERS ANCH.DR (TVP:) X FRAMINGEXTERICF, SEE NOTES) 2 FINISHE" OTHERSBYOTHL?,S FIN T W 1'MIN. FERIMETE= CAULKI/--MAXJAMBBY FRAMEWINDOW FRAME _ EMBEDMENT CTHER SHIM SPACEpa SCREW INSTALATIFNTYPEIANCHOR (OTYP.) YiNDC:ISHIM FRAME HEADER( SEE AS REO'D NOTES) WINDOW WIDTH— EXTERIOR FINISH Br OTHERS WINDOW XTERIOR PERIMETER CAULK HEIGHT BY OTHERS cXTERI R FIN TYPE SECTION 2 6"MA X.(TYP). — Z/,SIYLL EQUALLY SPACE 6" MAX (TrP) r- EjoB P. L I PERIMETER CAULK- L 1/4' MA%. Bt OTHER SHIM SPACE SHIM AS REO'D iyaSCREW (SEE NOTES) IN \ IN$TALA TION WINDOW ANCHOR (TYP.) 2 X FRAMING HEIGHT xTE;:OR BY OTHERS \ F:N15- BY C-HERS CAULK BETWEEN WINDOW FIN & SHEA RING SHEATHING BY C'HER 1" MIN, EMBEDMENT SECTION 1 CEr:ERc_ NOTES: L.( 1) Ste%'AS REC'D. ADJACENT TO EACH INSTALLA;ON ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4% 2) W:.00W FRAME MATERIAL ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARCJNO EXTERIOR OF WINDOW FF. AME. 5) G. - SS THICKNESS MAY VARY PER THE REOUIPEMENTS OF ASTM E1300 SI\,^.LE GLAZING IS SHOWN. INSULATING GLASS IS .ALSO OUAUFIED. 6) DRAMNG APPLIES TO INSTALLATION OF FIN FRAME "N:DW IN WOOD FRAME OPENING W'- TWO BY %DOD STUDS USING 099 IN DIA NA:'_S C3I6 SCREWS OF SUFFICIENT LE`.: TH TO PRCWDE MIN. 1' EMBEDMENT INTO SUESTR:-- 7j IF -CT WN72W SIZE 15 NOT LISTED IN CHART. ;SE AACHOR OUANTITY LISTED WITH. LARGER SIZE. 8) GE'•Ei AL ALUA-NUM'S 1190 SERIES HORIZONTAL S-_ Dr= :c SHOWN, THIS PRINT ALSO ES TO T-E 1980 INSULATING CLASS HCRIZOI.TAL SLIDER SERIES. ANCHOR ( TYP.) WINDOW WMDHT COMPARATIVE ANALYSIS & ANCHOR CUANTITY CHART WINDOW SIZE DESIGN PRESSURE p8 SCREWS RE0'D. 099 N.AiLS RED'D. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 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 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 ELEVATION VIEWED FROM EXTERIOR..'. o. CENTRAL ] FLORIDA B.O.A.F. ligANUACFI' LRIER NAME: MASTER MASTER FILE # ar. , 1001 V. Dmb, Ed • Cm 10- 11 T90D6 • F.D. 9m 919027 •9dm, II TSHI INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 /19E0 MODIFIED HORIZONTAL SLIDER DRN- Cn k'w"' BB N/A LO. RwEll GATE DRN NUM9E REWsa e. 103/I1/02 I GEN-0029 INSTALLATION MULLION ANCHOR ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET - C iI T FLORIDA B. 0" MANUFACTURER NAM: WINDOW FRAME JAMB TYP.) owc r o: GEN-0452 MULLION II I DIE NO. 1445 I II I I II I I II I I II I f II I TES. FH E 8 SELF TAPPING SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 z."i I v Q Q I I I I I a o v 1-7Z8„ SECTION B-B INSTALLATION ANCHOR TYP.) L SEE NOTES 2 & #3 NOTES: SECTION Q / \ — 1445 MULLION WHEN INSTALLATION USEDTO MULL APPLY AND DOR ALUMINUM P CTUREBWI WINDOWSSIDEIEBYO v EXTERIOR yII. ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION. C O STR TION ATTACH SCREW DIA. CONCRETE SUFFICIENTLIOT TOOACHIEVE SUBSTRATEWITH 3MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS AREA: LE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE N0. 1445 DRN: JS APRVD:.---- DATE:3/17/02 FT: - - - - SCALE: MAIL: - - - - DWG NO. GEN-04S2 HALFPREPARED BY: ,PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PHONE 4107-805-0365 FAX 407-805-03M 34 0 4' GENERAL ALUMINUM CORP. FLANGE HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORZ. EXTRUDED ALUMINUM TUBE MULLION #1445 MULLION WHEN USED FOR MULLING TRANSOM MULLSPAN> WOW. HGT. V 53. 000 61.000 74.000 96.000 106.250 26. 000 222 153 92 38 26 38. 375 198 135 80 34 23 50. 625 190 126 74 31 21 54. 625 189 125 72 30 21 55. 625 189 125 72 30 20 63. 000 189 124 70 29 20 72. 000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12- Jan-2002 01- 1201 h GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805.0365 / FAX 407 805M66 CA020122 FEB. 19; 2002 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MW CA020123 FEB. 19, 2002 02-0217 A 7 DWG NO: J- 0451 MULLIUN ANCHOR BRACKET INSTALLATION ANCHOR TYP.) WINDOW FRAME JAMB TYP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET o v v a a 41 r. r Tr . Tr MULLION DIE NO. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES 2 & #3 a o v I' _-7 /Q" MANUFACTURER N t' X TE R I O R ELEVATION MASTER Y' IL.E# J' NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.--" SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: APRW: DATE:3/1 r_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD JS ---_ FRAM-ING. WT/FT: _ _ SCALE: HALF MAIL: - - - - DWG NO: GE",-Q=: 1— — —1 FAY-7-aL5-J__'J PREPARED BY: PRUUUCI ILL—ULwi LUnr., c v n_. •. ••..•..•. •. ••• . ••••--- SHEATHING BY THEP.S STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SLIDING GLASS DCOP..FRAME SILL H".. ASREOINSTALLAT!CM ANCHOR. -- DOOR WIDTH /r MAX. SHIM SPACEOTESISC.REv ivp 3r WOOD I/8 MIN BY OTHERS K 6ET"EEN EMBEDMENT DOOR. FLANGE TWO 3Y v OD SLIDING GLASS A. SHEATHING BY OTHERS DOCP. FRAMEJAMB SLIDING GLASS DOOR SHIM SPATE tl\ NOOK STRIP A sHln AS REO'D. SEE NOTES) 1-1/8" MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPEREDGLASS (TYPJ DOOR HEIGHT V y EMBEDMENT d A 1-1/4' MIN. d A • o I LIBERALLT APPLY C ALLKING UNDER SILL OR S-_ SILLJN BED !NSTALLATICN ANCHOR OF C=NCRE E 3/16' DIA. TAPCDN V ra . NSTALLATION ANCrr_R 8 SCREv TWO BY WOOD BY OTHERS CAULK BETWEEN HOOK STRIP l SHEATHING INSTALLATION ANCHOR L 1-1/8" MIN. R8 SCREW EMBEDMENT TEMPERED GLASS CAULK. BETWEENcTYPJ ODOR FLANGE 4 / L SHEATHING SHEATHING BY OTHERS PERIMETER CAULK BY SHEATHING BY OTHERS TEMPERED GLASS OTHERS STUCCO TYPJ STUCCO OR SIDING OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B HOOK STRIP DETAIL N11 D1) . 0 INSTALLATION TI ALUMINUM ALLOT 6061 2) O INOSCREWS MUST TE T A- 4A ENT L C.M 70 ACHIEVE MIN. EMBCNENT OrFIVE• INTO LENGTHT TAC-IE TTHI INSTALLATION AKWRS N SILL MST NRYBE CY SUFFICIENTLLATILENGTHf0ACwIEWENIN. Or ANENT Or I-1/4- INTO MASONRY CT) CONCRETE. DUSEILICOMIANCHORCHARTCLKLACYDTHISTWEET. A) USE SILiCr, ZED ACRTLIC CAULK BEHIND DOE) FLANGE AT HEAD a ERIOR 3) USE S CY DC ZED ACRYLIC CALI.R CW ANCHOR SEAL ARCRJNO H R QUA TI COCK.. 6) IF [aKi DOOR SIZE E NOT LISTED PERIMETER SIGNPCHART. USE ANCHOR DUANTITT LISTED WITH rEa7 LARGERTE_C. ED1 THE APPROPRIATE DESIGN PRCSSt S RCO'0. 7) SOLI POCKET COOK SIZES USE CLOSEST DIP -SS DOOR SIZE I CON-IGURATION TO fWSMED PEHING B STRIP AS 1.0- 8) CLASI THICKNESS tO. HMTAVCAR PERNREFRONT XjI.CNC.TS Or ASTMC1300 GLASS CNARTS. 11 10) AHSILL IT "CORNERSAPPROWCARE TINGO TCEALCD WITH A SMALAS IN lLJOINTGLEZEDORSEANSSEALCATLNGGLASSNISHIM AS REG'IL AT EA SET OF INSTaLLAiION ANCHORS. MAa. ALLOWABLE SMIN STACK TO ZE 1/A'. l2) All INS1aLLa7ICN ANCHORS MUST TE MADE Or CORROSION REtaSISTANT MATERIALS. IT) WHEREN-' a" REPRESENTS MOVING PANEL —0 70' REPRESENTS rED P.NEL-APPROVED COIGURATIb4 ARE AS LISTED ON ANCHOR CHART ON TACK Or THIS bKcT. EXTERIOR E L E V A T O U 1.) NOT ALL C..N-ICAIR.TICICS LISTED .TONE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION T SECTIONS - A'" "T-T• T HOOK STRIP 'DETAIL APPLY TO INSTALLATICIM OF ALL APPROVED COW GU` RA. tCrL 2 PANEL DOOR SHOWN IS) fLORIDA EKTRUDERT I= SERIES SLIDING GLASS DOGR :S SHOWN THIS PRINT A !G APPLIES TO 2000 SERIES — 0 SOD SERIES. FEEM 112002 DESCRIPTION DATE I INI FLORIDA IN.T.RINC.KS SANFOPE) FL. TITLE: SLIDING GLASS DOOR INSTALLATION \A/ ITH =O SCREWS DP.AWN BY: S3 APPP•OVED BY: I i ATE: !c: i';G! (SCALE: NT; ID'*'G ;FLESJO2 .;. 1 '-T = a CONCRETE OR SHIN AS RE'C'D _ MASONRY OPENING SLL NOTES) BY CTr:. RS CAULK E'.TV_EN DOOR FLANGL L WOOD BUCK CAULK BETWEEN PERIMETERE L'OODBUCK L CAULK AS 'T. OPENING II, OTHERS OTHERS` 1 STUCCO By OTF.LRS INSTALLATION ANCHOR 1 8 SCREV (T YP. WHERE TAPCONS ARE NOT REO'D.) SLIDING GLASS DOOR FP.AME 777 S NIL / G A / • P INSTALLATION ANCHOR 3/16, IA. TAPCON INSTALLATION ANCHOR 88 SCREW (TYF. WHERE \ ONE BY WOOD inPCONS ARE NOT REO'.) BUCK BY OTHERS 1/4- MIN EMBEDMENT SLIDING GLASS DOOR FRAME 1/4- MAX. JAMB p If r SHIM SPACE 1 SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOORHEIGHT A U DOOR MATERIAL, ALUMINUM ALLOY 6061 2) 7APCOM TYPE INSTALLATION ANCMmRS MUST BE OF SUFFICIENT LENGTH TO ACHIEVC MIN. EMSCDNEHT OF 1-1/4- INTO MASONRY DR CONCRETE. OI ALTCRMATE 7APCON INSTALLATION AKHORS FRONT 70 BACK IN ALL FRAME MEMBERS 4) IAPCON ANCHOR CHART ON BACK Or THIS SMECT, 5) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLAKE AT MEAD L JAMBS. U USE SILICON12CD ACRYLIC CAULK FCN PERIMCTER SEAL AROUND EXTERIOR Of DOOR IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED VITM NEXT LARGER SIZE. FOR 7ME APPROPRIATE DESIGN PRESSURE REWD. 81 FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L COMFIGWATI. TO'FINISMED DPENING PLACE TAPCONS. IN FRONT 6 Nmt STRIP AS SHOWN. GLASNEMA S THICKNESSYVARY PER REQUIREMENTS OF ASTM C1000 GLASS CHARTS Im ALL FACTORY APPLIED HOLES HOT DESIGNATED FOR TAPCOM ANCHOR SHOULD BE FILLED VITH AB SCREWS j 9 OF SUfICICMT LENGTH TO PROVIDE MIN 5/8' EMBEDMENT INTO WOOD RUCK. 111 DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZCD OR INSULATING GLASS 121 JAHB / SILL CORMCRS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. p 131 SHIM AS REO-D. AT E. SET OF INSTKLATIDN ANCHORS. MAX ALLOWABLE SHIM 'TACK TO BE I/X'. 1.) ALL INSTALLATI0. ANCMDRS MUST tE HAOE OF CORROSION RES:$TANT nA-ERIALS. IL WHERE • X• REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PAH[L APPROVED A CONFIGURATIONS ARE AI LISTED ON ANCHOR CHART UM SACX Or THIS SHEET. 16) HUT ALL C(WIGWATIOMS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVATION SC CT IONS •A •B-B'L NOOK STRIP DETAIL APPLY T(11NSTALLATION OF ALL APPROVED EMBEDMENT 2 PANEL DOOR SHOWN CONFICaP1ATi0NS. 6 17) MIST ALL EMC NIAPCOHANCHOR IN EACHPAIR q' FACTOR. APPLIED INS:ALLATION HOLES UNLESS HOTCD A 1- 1/4' MIN. OTHIERv1SE ON AKHOR [HART. SEE BACK OF THIS SHEET. IB) fLDRIDw EXTRUDERS 1000 SERIES SL DING GLASS DOOR IS SMSWN. THIS PRINT ALSO APPLIES TO 200o SERIES AHD 500 SERIES REVIDESCRIPTION I DATE IINII EXTRUDERS LIBERALLY APPLY —' _ • 0 CAULKING UNDER SILL OR SET Sill IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DNA. TAPCON I'-•—Jf 4' N<Jt. SHIM SPACE I I/ 4' MIN. ENEEDNE NT ONE BY WOOD I BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIAL TAPCON SLIDING GLASS DOOR - HOOK STRIP' CONCRETE OR MASONP.Y OPENING BY OTHERS G 3 tC L i CAULK BETWEEN i WOOD BUCK L MAS'Y. OPENING BY OTHERS CAULK BETWEEN HOOK STRIP L WOOD BUCK d SECTION A - A TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS f— S. G.D. WIDTH CAULK BETWEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIAL TAPCON Q CAULK BETWEEN DOOR FLANGE L VOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS - 1-1/ 4• MIN EMEEDMENT Q 1 ONE BY WOOD OTHERS BUCKBY THERS STUCCO BY OTHERS v r isaylJ B.O.A.FRTEMPERED GLASSJ SECTION B-AcruRER (TYP.) 1 . SLIDING GLASS DOOR S INTERLOCK MASTER FILE # S HOOK STRIP DETAIL wi i. L LJ P I R A INT. INC. $ANFORD FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS ' DPawN BY: BB pPPP.OVED BY: n.,•T•. In/7C/n; Icr•Mc. !iTf r y1 TAPCON ANCHOR, CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD 8 SILLI QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF ' 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, OX, x0 a8 X 80 3 3 3 4 4 4 3 3 4 5068 XX, X. XO 60 X 80 3 3 3 4 a 4 3 4 4 6068 XX, OX. XO 72 X 80 4 4- 4 4 4 4 3 4 5. 8068 xx, Ox. X0 96 X 80 5 5 5 4 4 4 3' 4 5 10062 xx, Ox XO 120 X 80 6 6 7( ) 4 4 4 3 4 5 5080 XX, OX. x0 60 X 96 3 3 3 5 5 4 5 6 6080 XX, OX, XO 72 X 96 4 4 4 5 5 155 I 4 5 6 8080 xx, Ox, XO 96 X 96 5 5 5 5 5 5 4 6 6 0080 xX Ox, xp 120 X 96 6 7( 5 5 5 4 6 6 50100 XX, OX, X 60 X 120 3 3 3 6 6 6 5 6 7 60100 xx, X, XO 72 X 120 4 4 4 6 6 6 6 7 8 80 00 xx. X X 96 X 120 5 6 6 7 (DI) 6 8 9 9068 XO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 Ox0 145 1/8 X 80 7 7 9 (D2) 4 4 4 3 4 5 15068 Ox0 181 I/8 X 80 8 It (D3) 4 4. 4 3 4 5 9060 OXO TO 1/8 X 96 5. 6 5 5 4 6 6 12080 OXO 145 1/8 X 96 7 8 (Dl 9 S 2)'' 5ft= 5 4 6 6 15080 OXO 181 1/8 X 96 8 5 5 5 4 6 6 90100 OX 109 1/8 X 120 5 j g 6;. _i+`nt+ l,=.. Agt;:?! DI) 6 8 10 120100 OXO 145 1/8 X 120 7 6 6 7 (DI) 6 8 10 9068 XXX 06 5/8 X 80- 5-- _,._ - 6 _..._. 4 4- A 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 (D1) 4 : 4?* ' l 3 4 I 5 15068 xxx 178 5/8 X 80 8 1 4' a 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (D1) 19 02) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 11 ( 3) 173 5 5 5 4 6 6 90100 xxx 106 5/8 X 120 5 6 6 6. j 7 6 8I 10I0xxx1425/8 x 120 7 na in (n 6 6 17 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 4 5 12068 OXXO la3 S/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 5 16068 OXXO 191 5/8 X 80 9 10 (DI) 1R (D3) 4 4 4 3 4 5 10080 uXXU 1 7/b x 5b b 6 7 CDI) 4 b b 12080 OXXO la3 5/8 X S6 17 8 (DI 9 <D2) 5 5 I S I 4 I 6 I 6 16080 Xx0 191 5/8 X 96 9 n ) 4< 5) 5 5 5 4 6 6 1020100 OXXO 716(DD7) 10100 OXXXO 143 5/8 X 12011S1 7 9 cD2> 63 1 (D3) I 6 6I 7 (DI) i 6I 8 10I160100OXXO5/8 x 120 0 (DI) 6 6 7 (D1) 6 a 10 10068 xxxx 1. /4 x 80 b 6 6 4 4 4 4 I I DD4) I I 14 I I I16068XXXXi891/4 X 80 9 (DI) 0 02) 182 4 4 3 4 5 10080 xxxx 1 1/4 X b 6 7 (D1) 5 4 S 12080 xxxx 141 1/4 x 96I 7 8 (DI) I S cD2) 5I 5I 515 4i 6I 6I6080xxxx1891/4 x 56 9 (DI) v ( A) D s) 5 5 4 6 6 100100 xxxx 11 7 1/Q x 1201141 6 DI 6 6 DI) 6 8 10 1_0!00 xxxx 1/ . X 120I 7 8 (DI). 16 10 (f) 17 6 6I 7 (D1) I 6I t /18' I 10I1bC100XXXX189L/a X i20 i0 (D2) 13 (n5) 15 (D7) 6 6 7 (D ll r JIB 10 ANCHOR NOTES: I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI- THRU -D7- DESIGNATES IN WHICH SIZE E CONFIGUP.EATIONS TWO TAPCONS ARE 2) 'Dl' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) -D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) '134' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) -D5- MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) -D6' MEANS, INSTALL SEVEN TAPCONS 1N SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD Z SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT 'TO INTERLOCK OR BUTT STILES IN HEAD S SILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD 8 SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B SECONDLY, AT EACH END OF JAMBS NEAP, HEAD a SILL CORNERS. C LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A Z B. EXTRUDERSOR1DAINT. INC. SANF ORD. FL. i1TtL SLIDING CLASS DOOR. TAPCON G;_=SS CHART v v ;,T --- e:r:> -E C i V IL FEB , i1 _;.__ sary B3 .. 01/It/0= sc- N.T.S. M- •cP_=x802 Cox: 16, A GENERAL ALUMINUM CORPORATION 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 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 7Q 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 v GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 rq, FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 B/ - Z7'L- MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS CTYPJ MULLION ANCHOR BRACKET. SEE NOTES Z & #3 D 4 MULLION DIE NO. 1447 HAPRk6Ajb% B. 00 91 i ACTUREi R N a MULLION A . ... DIE NO. 1447 WINDOW--" FRAME HEAD OiA TER FILE # 6 TYP.) SECTI N B-B DWG NO: GEN-0453 INSTALLATION ANCHOR CTYPJ D SUBSTRATE V. a 4 v v D v SECTI N A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WIND WS HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16, DIA. A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. IN WOOD FRAME CONSTRUCTION, ATTACHCH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. P B B 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE, FIN HDRIZONAL MULLION INSTALLATION DETAIL DIE N 1447 t ALUMINUM TUBE MULLI N, EXTERI E E E / A T I N. a L" AREA, _ _ _ _ DRN, BB APR VDf _ _ _ _ DATE, 3 / 17 p a VT/FT, ---- SCALE, HALF MATL, ---_ DWG ND, GE N-o453 i CV[ aiv;.' mmou[T TECHNOLOGY CORP.. 250 INTERNATIONAL PKVY., HCATHROV, FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 4N 0 1 ktq GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WOW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 DING No: J-0450 MULLII ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR IYP. ) 8 SELF TAPPING SMS (TYP.) MULLIUIN DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) r1l, SEENOTES a# 2 & #3 v vMAN EXTERIOR ELEVATION UFACTURER NAME c _ t. MASTER FILEQjL NOTES: _ 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG ..AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON; TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD AREA: — — — — DRN: JS APRw: —_—_ OATE:3/1 /: FRAMING. WT/FT: ---- SCALE: MATL: DWG NO: HALF ---- GE .-c-_o PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32746 PHONE 407-605-0365 FAX 407-°:5-C3" k7 le I GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES 18.000 24.000 30.000 36.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 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 SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 8054)366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 we/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 p oTss . J: 1. TESTED IN ACCORDANCE WI tH STANDARD BJI LDING CODE. 04NPTER 17. TO A POSITIVE 9. THE STRUT PLACD,ENT ON MORS CONSTRUCTED WI TN 5 OR MORE SECTIONS AIbI BE Zak'trru AND NEGATIVE 37.5 PSF. CONSISTENT WITH THE DOOR SHOW, THE STRUTS FOR THE ADDITIONAL INTE REv 2. GASH NJ.9EF;S REPRESENT VARIDL5 SECTION HEIGHTS.ARE C ST E-R-- F 1 LEAS WALINSECTITONS BE PDIAQJSION3. FCRR SECTION 7• HI pH DOOR 9t7AIJ. 8' HIGH DOORS HAVE 10. iHETSTRUi PLACEAENITO ONLACEDLESSTHAN20.612• REv FIVE SECTIOS. REDUCED BY THE DIFFERENCE BETWEEN THE ACTLAL SECTION HEIGHT t 20.812'. 4. SECTION HEIGHT OF 20.812. 19,00 h 16.75 ARE AVAILABLE 11, SCREW PIN 605911-0001 IS A 1/4• CIA X 5/8' LONG TYPE AB HEX HEAD WTAL SCREW i ® AND ANY BE 16FD IN C0,61NATION 10 ACHIEVE 12. POST TO BE INSTALLED CNLY MEN HIGH WIND WARNINGS ISSUED. VARICUS HEDOORS. 13. STRUT PLACDANiS CAN VARY 13". 5. D,8OSSKN7 PATTERN OF 14.50 X 20.375 9-10M. ALTERNATE PA TERS OF 12.50 X 43.375 AID 12. 50 X 20. 375 ANY BE 14. OUANTI TY FOR LOCKS CAN BE 0, 1, OR-2. TRACK USED. 968 ENO HINGE- SHOW. TORSION SPRINGS SHO. EXTENSION SPRINGS AVAILABLE. I 7- USE THIS BRACKET, REF. PIN 405964-0002. ON 8• HI CH DOORS ONLY. PANEL 2.093 000 S. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION L SECTION IM.EDIATELY BELOW THE TOP SECTICN. 1 I VIEW "D-D" 1/8• Dye 2- TRACK 2' X 6' WOCO JM9 049 THK (VERTICAL) 2• X 4' WOOD JM9 OR EOUIVAIwT BOLTER PIN 405964-0001 ESCA E:114 DETAIL 'F" FIXTIRE 1 /4' TRACK BOLT ll BOTTOA 17 15 WIDE) SEENOTE 4 5116 X 1 3/4' 5• REF LAG SCREW DETAIL 'E• SCALE: 118 SECTION "C-C" 2' X 6' N90D JN.9 2x UI WOOD JAW 'D'•--7 SCALE: 1/2 OR EOUI VAIENT. I FGRIZONTALTRAESCbi COLNTERBALANCE 72 R OPTICNAL SPLICE IN HORIZONTAL TRACK AT 407605-0004- TOP OF RADIL/S TYP 2 PLCS D. T10'4P828PLCS3 405964- 0002 CPENIM w16NT VARI Est 18 5 405964-0002 a 400650-ODOI t HS-I S) TYP 3 PLACES aQF) NINC.tEto+i.. ... _. ._.. __- _---_4D7805- 0002 ....... .. __.______._.___ _.._.. .__ TYP " 2'PLCS ._-.. ... - .... - .. ulNa11• D46450-0003 404828-0003 t E OPTIONAL WINDOW DETAILIJ SCALE: 3/32 SPRING ANCHOR CNLY FBRApCET TYP 2 PLCS 5. 00 36.00 Ilk JEB. .B._ 405771- 11001 - PINT409327-0001 STANDARDTRACKDETAILFORT6' 40482E-0003 SCALE: 1/16• • 1' 16-0• MAX. WIDTH SERIES 280 TFFU 289 ARE EQUIVAL04T CDNS7RL.CTI0N 25CA STEEL SCALE. t SERIES 180 ARE SAWS CPVSTRL.Cr10N AS SERIES 280 ONLY 24GA STEEL INTERIOR ELEVATION ATIONAAD ETD CAPS DOOR TESTED WAS 281 SERIES. - ,--- DOCK WIDTH CENTER STILE END STILE PLOD STRUTS/SECT. FTOL LER YERTITRACK rM OADt) F4ATiOWARE E,J 16- 3 SINGLE I YES I 2• X 7/16' 049- 100 STD. m N RwErrr o we.vAv omr m.wr,w . fie, . vlpIrNI! wm 1. m mR rr lNY@N K W W AwrlIIH4 Awl'40 wl w0 rT rr w o1mRm a re 0 rfvAalu v. l e wa4o ,am. w twR rK 41ws rww, w s o,o.w tmI oovalriw r. LL M4 K!r r N rK. ' 2 STILE 08680-0004.5.E a2 M) 07603- 0001 9 PLCS) 401199- 0001 TYP 2 PLCS H- 1 404628-0003 TYP 2 PIGS A• IL . A GE w y j _l 7/8• THK. SECTION ' A -A" SCALE: 1A F' 1 061601-0000 DESIGN LOAD A. 25 NSF ± 21. 88 17 -0" y,gY8,11 T EST LOAD 37. 5 PSF ± MAX. HEIcm. lc21.57® x r t l 12" ® Y , 1 tu4828- 0003 N/ A nu a+w n SERIES' 250 t 150 RESI SjTL DR 16'-Q• MAX MIDTH,NINDL62 Y M. YOINL$ om w, DAVID FA 01/ 13/99 o2J19/ 96 RNl. 409335 MYR0'__ _' O Wltr Np, E EACH nAV I w: DAVIDFAjT 02/19/9E w,y, 3 6 Nli 1. v 2 4 0575 41•;;I11 W/ ° ° 4-Sn6 x 1 3/4' o LAG SCREW O O 6.04 o 4 . o0-- PM 409328-0001 PLATE.HASP 9 2 7/76 106 TH(. ffU/32 1 070 MIN--} - P/N 401199-0001. TOP FIXTURE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 11/32' 091 MIN-4— YY o 0 3 9/76' o 0 1-1 O O 2 7/16' P/N 405771-XXXX BDT. FIXTURE FOR 180/280/2901390 SERIES AT TA.CH TO DOCK WITH 3 SCREWS P/N 605911-0001 1/8 25 I LENGTH = DOOR WIDTH - 1'- 1 7/8 5/8 MIN TW PM 400650-XXXX. ROLLED HS-X STRUT PART N_1.6ER MIN.TH( STRUT 400650-0001 .030 1 HS-1 400650-0004 .020 HS-0 0 0 0 2 1/16' O TF{10W O ) J 4 5/8• o 0 0 0 P/N 061601-0000. SLIDE LOCK ASSY 0575REF 2 9/32 - I 1 7T . 070 MIN q ,]{,- L 000 I • L• I I 1 1 3/4• {. 4 3/8' 1 3/4 I 1 STRUT _ } 3/16 2 9/32 2 3/8' 0 0 o O o •H• o 0 2 v2• a o O 070 M1 0 o O O I p 0 6..jam-00 7/16 0 O 0 .108 MIN-- .H- 108 3 3/16 P/N 405964-0002, BRACKET, SCAB JOINTI Ll C+ P/N 405964 d 046450, E3FiA0(ET, SCAB PM 407603-0001, CENTER HINGE 0 0 STEEL DOORS 1 P'XT. NI.R O(• L- ATTACH TO DOOR WITH PM 407605-)OO, ETD, HINGE 405964-0001 3-114 4 SCREWS P/N 605911-0001 RESID. STEEL DOCKS O46450-0003 1 P PMT taaem 1 'rr 0 P/N 409331-0001 PLATE. FLOOR 407605-0002 .85 SCAB BRACKET DETAILS07605-0003 1.10 I 2.7651 . 156 DIA - 407605-0004 1.35 SECT ION I 407005-0005 1. W ATTACH TO DOCK WITH 1.80 P rr"- 3. DOOR 4 SCREWS P/N 605911-0001 1_ \1 Lu g.., • l t; G. POST - F-3.00 .375 DIA -y T«.44 .44 a P/N 404828-0003 ROLLER ASSY, TR-1 PM 608069-0001 PIN TR-1 ROLLER LOAD: 50 LBS. MAX. e7a rt 1 f 7' HIGH i DOOR PO6T—ASSY SHOWING FLOOR PLATE PM 409326-)O= POST ASSY, VERTICAL 6.25 1.25 - _.. _ .... 1r•—.167 i.25 1 2.50-1 REF O 00 F7 a 4.00 25 L O T- N-1 375 DIA 4 HOLES P/N 408879-0001 LINK P/N 408876-0001 SLPPORT t n K t4o•0ert a ma owwtet . ,. a t W snes w n tKm metoe¢ rot M p toot r rnwtto 4t4t. tr w to lQ tanoco a n ws.t ttettoe std® tam. n K wts tatttte• s no400 met m.prttw matte. w .. 16M11 N4 e6T Y M tK. 087 0001.2.3 TER STILE STD ON 180 SERIES P/N 408680-0004,5,E NOT .-R£O'D ON..280. SERIES-. _... _ ---- 1-0001 OR I 0001(SELF-DRILLINGI' •'ST", SECTION 'G-G' STEEL STRTTS 116' WIDE DOORS) G:. A• . uu llvtle r..wtrr_-_ 409 02/19/g8 w, 3/ :1 4n 1L. I V 1l Y Ik._t--sou a .. MANUFACTURER I „ P-lna -7"LU - THERMA o TRU CLASSIC CRAFT' INSINMCi"SrKU-E AM DOIMLE W3 MOUF SoarrM INSULATED FBEROLASS DOOR WITH WOW FRAM& GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TD MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MNMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET_ THE WATER REQUIREMENTS FOR MIAMI-DARE COUNTY. o. MIAIVI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RETIDEMUI(. INSULATED FlBERGLASS QOOR Common to all Fame conditions) Panel Fiberglass skin 0.127' minimum thickness, SMC Fy min. =6,000 psi loce sheets Siaelite: Fiberglass skin 0.070" minimum thickness, SMC) with yield strength Fy(min.)-6,ODO psiGoredesign: Polyurethone foam core, withl.9 16s. density by BASF - TheThe panel skin is constructed from o 0.127" thk. sheet moTdng tompovn SMC). The interior cavity filed with 1.9 Ibs. density BASF ne foam. The pond face sheets am glued to the woad sties and roils. Il dui and hinge sties am LVL or LSL The latch stile which s 1.426 x 4.09 s the latch remforce+nenl. The toy and bottom poi ore d o wood composite rthniniInthedoubledoorapplicationIlainaalrvedoor6Idledpithonaamdedaluminum astragal of 6060-r6 allay. Fmme ConsWctia>L The frame is constructed from finger jointed, pne meosm- 4.565 wide x 125 thick The headers p'uxd to the sale jards r171n ( /P x z 5 PFH Scrers of each side. TM threshold is joined to the side pmbs axlekt f6 x 25 PF}l Screws d each sale. The mullions are secured togdher h o e application using 8 : 2;bra PFN Wood Screws (6) screws per each mullion. The units use an Inrag d rrxrosurirg 5.75" x 1.548. wxSIM tip Lilo - Qk size is 21.656' wide x 5&093 secured 1.5 Long Tek Screws. The tromes one sealed with silicone caulking (Dow 795) to sidefite panel and to the glass SideFde GTozina: SMC Lip Lite with yield sirergth Fy(min.)=6,2W psi & PVC Lip Life with yield strength FY((m a.)=2.145 psi - 0A sizes 9.85 wide x 65.85 high -.-.ed w/(16) /8 x 1.75' Fhikps Pon Head Saews The homes are sealed with silicone coulkiig (Dow 795) to sidefte pail and to the glens. Integral Flush Glazed - The sidelite sash face parKls am moMed to receive ttensulated (Dow s attached to the spdeGte tote sheets with a'ico w TABLE OF CONTENTS rwrr.T ! I DESCRIPTION 35.75' MAX. PANEL WIDTH x G-J ~ x = O W x z a 0 9 O O x Xa ao N SINGLE INSM'1NG UNIT 74 2 x 4. 1 869" w MAX. D.LO. WIDTH J K 0 xa INA OF] SEE DETAILL 3SHEET3 FRAME WIDTH 11 w x O 14.869" o MAX. D.L.O. WIDTH 1\ 16 a) a7 105.MAX. OVERALL FRAME MOTH 36:62625" MAX. 15.5" MAX. rPANEL WIDTH r,4 FRAME WIDTH W/ASTRAGAL x Q O Jp14.869' 1 .869" MAX. MAX- D. L.O. D.L.O. WIDTH WIDTH ACTT INACSEE DETAIL A' SHEET 3 13. 9375 MAX. SIDELITE WIDTH 7. 125" MAX. D.L.O. WIDTH LIP LITE 7. 0 MAX. D.L.O. WIDTH INTEGRAL LIT 1 DO RI F W/SIOFI 1TFS INSWING UNII F:r-1 kt) ALL ELEVATIONS r 68.5" MAX. OVERALL FRAME WIDTH 15.5' MAX. VIEWED FROM FRAME WIDTH THE INTERIOR J u Z vx 6 O J J xO x Q ap o n DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE WITH OUT SURFACE BOLTS WINDJAMBER It ASTRAGAL WITH SURFACE BOLTS WINDJAMBER II ASTRAGAL SINGLE 67.0 PSF - 67.0 PSF DOUBLE 47.0 PSF - 47.0 PSF 65.0 PSF - 65-0 PSF SINGLE do DOUBLE WITH SIDELITES 47. 0 PSF - 47.0 PSF 65.0 PSF - 65-0 PSF o t w xo I 1/ 869" o 14 MAX. D. L.O. WIDTH op e A 13. 938" MAX. SIDELITE WIDTH 7. 125' MAX. O.L.O. WIDTH LIP LITE 7. 0" MAX D.L.O. 9DTH INTERGRAL Ui O> oCD O g0 CL O O rr: DO Luc O r O O Q Q DO W cco d 5O Zc ZeuiLou consuLTANrs. o 813. 684.3831 wTr: 1 1 8 SCALE: NTS awc. ar: WLN BY: RW aUwINO NO.: S- 2764 w n i OF B a- WXU a IU O OO7 6 8 0 x 48 w 28 x I'd I RI R 6 Q Z i" MIN. GLASS THK. ---"r O 0 29uiH m 1.68" MIN. 1 PANELK I 7 4 50 xN i 0 z 0 a° o O en 1.68" MIN. 00 0 ° V PANEL. K. ' O O O SEE GLAZING DETAILS IOR SHEET 8) C o 90°00 0 00 O O O o 00 O__O J INTERIOR x Nm I{.. 2.141" 1i7.691" I I rn INSWING SIDELffE 31 BOTTOM BOOT O.o9" EXTRUDED VINYL WALL O_ >_ F (V O 00 a O 2 t\ z O U-) LJ C) 00 O O goo a Uz J3 NO ? N wa J O Z JG yW U 1 VV BUILDING MISULTANTS. INC B13.684.3831 e 11/8/01 uF: NTS G. BY: WLN C Br: RW IC W : S-2164 EE 2 GF 6 BOLT 8.0" LG. TOP I RI do BOTTOM (2) BOLTS 18 AT TOP & (2) AT BOTTOM 1 I pNT CROSS SECTION 3 ® ASTRAGAL 1.15- MIN. EMS. 25" MAX. SHIM LJ 0 Op o CD O 0 C M Ll ZY IN OwO ODJ 53 a Qi^ Y 45 SEE NOTE 3 THIS SHEET ^ a Ir coLu a z SEE NOTE 48 THIS SHEET N DETAIL A' vJZOPTIONALADDITIONOFSURFACEBOLT 3 OZ h Z Mmr JpQ O 2V N 2 OtzO U1i X:0 MIN. 3 J x0 o v15" C-SINK ILn b 15 MIN. C-SINK 1 I F- YEXTERIOLiz Y 7 8 z 29 a W X V) 512wIw00J12z e a 1 49 EXTERIOR O O w O.° -° o w O O rr 00 ° oo a 6 w OOo o R oc- N a INT RI Z 4 36 72 6 N J 48 28 ! i 10 693 SEE NOTE z 35 S Q w o Li to ZZ 9 SHT.4 34 euiw rac 3 SEE NOTE w N to ^ a cor+ su rarrs. u+c 9 SHT.4 813.5g4.3831 16 17 34 INTERIOR CROSS SF_CTION 3 ® MULLION wre 1/8/01 NOTE5 1 . THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR 70 ACHIEVE A li4 laa. NTS WLN 3 H RI NTA R 71 N HIGH PRESSURE RATING.` i, .w 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE 70P AND BOTTOM AT2.5" CENTERLINE FROM THE LATCH STILE EDGE. 1 , p 1 o ceK. BY: RW 0ww WW 3 ® SIOELITE TO BUCK THE SIOELITE CROSS SECTION OF THE ACTIVE PANEL THESTRIKESFOREACHBOLT WERE ATTACHED TO THE JAMS AND THRESHOLD r T S- 2164 j/ y/ OWERE ATTACHED TO THE ACTIVE PANEL 3. THIE SU2RFACExBOLTS WITH ( 4) 10-24 SEX BOLTS. 13 25" MAX. SHIM SPACE 1. 15" MIN. EMBED. 15" MIN. C—SINK FxTERIOR 0 a a Y W (> a IN RIOR I ONTAL CROSS SECTION 18 41 LATCH JAMB TO BUCK, NOTES: 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 18 x I" PANHEAO SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3", 5", 18.25", 54.0", 77.0" 90.25", 92.25, do 94.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) #8 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 23.0"; 40.0". 57.0 74.0" do 90.5" .THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR 18 x 2" SCREW SECURING THE 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 /%10 x 1 314" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE #10 x 1 3/4" SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 318" QUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12 O.C. SEE NOTE 5 SHT. 4 SEE NOTE 1 SHT.4 0w0o 00 00 O o 000 zy o 3 arii c w 34 w o fpz 34 a SHT. 5 SEE NOTE 1.15" MIN. EMBED. 75" MIN. { C—SINK ZY2 Y ~ zix-: s c 29 i 2 HORI ONTA RO S SECTION 4 HINGE JAMB TO BUCK, 4 NOTE 6 XTE ERIOR Z_Y D z 1 a o; I 10 25" MAX. SHIM SPACE LJ O N c 00 O 000 c Ld O ::D OOD WiE two Q- 16 EV2 0N r1 J UZ 37 tin m d 7 SHT. 4 v1O w ZZ o SEE NOTE y a L4 7Ifnuj O re 1 2V1 813.684.3831 scut: NTS INT", UA t'J{ 1j7}j 10 owc. er: WLN V1' 11 Lza fID ®O i Lfa i!` O CKK. Bf: RWcf-E p l-w NO.: 3 H RI NTA ROS S TI N 5-2164 Lu E NAME' 4 ® STRIKE JAMB TO SIDEL 6 _SHEET —L or 8 rl 1 SEE DETAIL "F' 6" 6" 6' 3" 3 3 6" 6" 6" 3" 3" 3' 3' 3" I II II 1 I 73 II II I 13 TYP. ° 13 TYP- SEE DETAIL SEE DETAIL SEE NOTE 'F' "E• TYP. 3 SHT. 5 13 13 TYp. SEE DETAIL ,P N - B A' S7 57 - 51 jtl1iTYP. I I I TYP. i' I3' ..I 34{ 3' 63' 3' 3"3'" 6'P. SEE DETAIL pOU87 F DOOR WZ51QELM 37 13 10 10 11 13 DETAIL "F" DETAIL -G A' hN DRILL THROUGH FOR J EL o SEE JDETAIL J n h 6. 6 1 - I 13 '- TYP. TYP. _ \ SEE DETAIL C' TYP. 13 TYP. - A" 9' f m ' O N al N N ui o w O ONp R- o"O 0=1 N I¢OwO hO o W T d it Q) J Z N j Z OZ aa t•7m Y J tLoEn coo U ¢ U A 0.357' BOLT DEEP mc, ENOUGH FOR A 2" SINGLE DOORBOLTTHROW NOTE: USE ITEM 113 A 18 x 2 112" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE JAMB OR ASTRAGAL EXCEPT IN THE MULLED YY aum1 APPLICATION WITH THE SIOELITE USE ITEM 143 A /8 x °°NSULT. m 813.664.3631 0 2" PFH WOOD SCREW. osh: 1 1 8/01 O O SURFACE BOLT STRIKE PLATE ATTACH THE STRIKE: PLATE TO THE THRESHOLD N.7.5. W12 110 x 2 112" M. of: WLN PFH WOOD SCREWS aac ., RW D1-<.I--F ASTRAGAL STRIKE PLATE DETAIL "H" S-2164doOPTIONALSURFACE BOLT. STRIKE PLATE ASTRAGAL THROW BOLTSASTRAGALTHETHRESHOLD vctl 5 a 8 o vi SEE DETAIL D" SEE NOTE 3 SHT. 5 1I SEE DETAIL "J 6" 6" v_3" 3 3. 3" "i , 1 6 6 3 - ~ 3-Ff3 ' f 3. 3" 6• 6" SEE DETAIL 'K" clNrl F DOOR W/SIDILLLES i I SEE OETI C. 71 SEE DETAIL "F" 6, 6 6" „ 3" 3" 3" 3 i n TYP. SEE DETAIL E' TYP. 6" 3„ 3" J 3„ L 6" 6" 6" SEE DETAIL 'H" DOUBLE DOOR 0 0 ATTACH THE STRIKE p SURFACE BOLT PLATE TO THE THRESHOLD STRIKE PLATE yy 2 1 p ' 2 112" 1 t 11 4 li . hFf 71'A0 SCREWS DETAIL J DETAIL "K' OPTIONAL SURFACE . 1 T {` 1f L,3 PTIONAL SURFACE BOLTSTRIKEPLATEjyjF, , }j F /. CT NAME OLT STRIKE PLATE 1j-i lLJ jj j-llla O> Oc N co NOaO ao= 10 cc Z O W, G O w O O O 3 N Z Lr) N 00 2 W (O Or U] JG j Z N Z G Mm J J O u4\wrip D S w ZD u1 V . oQS uj N VUL, O U 0Z a a 813.684. 3831 m 11 8 01 et£: N. T.S. c. er: WLN K. ar: RW arc Iro: S-2164 irn 5 or 8 O4 x 4 CTM OAK CAP m e w Or BOTTOM RAIL WOOD COMPOSITE rr HINGE SIDE SDII O4 CORE MATERIAL LVL OR LSLALTERNATECOREMATERIAL: PONDEROSA RADIATA. PULN. ELLIOTTII. TAEDA OR SUGAR PINE, DOUGLS OR WHITE FIR. CEOAR. INCENSE CEDAR OR REDWO00. 40' RED 4.09" DAK CAP Orr 1 aTGH SIDr STM CORE MATERIAL LVL OR LSL. 8' O 0 DRILL THROUGH FOR GRILL THROUGH FOR `L .357' OIA. ASTRAGAL. A /e PFH WOOD RETAINER BOLTS SCREW 2 PLCS _ WiKA;•" II WR68T STRIKF__PI A7E 1.50' rr TOP RAIL O W000 COMPOSITE 1.531 nn ITF RI ANK SIDE E 36 FlNGER JOINTED pONDEROS4 PINE f"--1.077- { 1.531' --i 42 c n RF TOP &BOTTOM RAIL FlNGER JOINTED PONDEROSA PINE oc rr ROLT (NES 25' aTrEl] ATTACH TO DOOR USING I}10 1 1/4' F.H. SHEET METAL SCREWS PROVIDED - RETAINER 24 wun1AMBER R WRW ASTRAGAL.(ALUMINUM 052' WAILWALTYP ) 2. 116" 1. 202 n 28 MOLDED OREN LITE SMr. FRAME EXTRUDED SMC 92' ---{ I} -- 79" N q LE Z O 2 5 WOOD FRAME VINYL THRESHOLD - EXTENDER w 1 5. 75-- L SUBSTRATE Al UMINUM/WOOD/AlM THRESHOLD 1 EXTENDER: 6063-T5 ALUM. .045' MIN. WALL SUBSTRATE. KILN DRIED SPRUCE. PINE, CEDAR OR POPLAR VINYL THRESHOLD:.080' MIN. WALL 1. 920" • m 14 INSMNG DOOR B.. JM SWEE VWYL . OBO' MAX. WALL, .035" MIN. WALL L N 80 I . 175' 779' SOI ONG REACH O ^^' "RFSSION WEATHERSTRIP ecmar• RETAINER BOLT n rRES_SIDN WEeTHE903EE • BY THERMA-TRU cneu l:FIL CORE_ FOAM CELL CORE W/VINYL JACKET MATERIALC/R ROD ZINC WMM1 JACKET do YELLOW CHROMATE 2. 675' O O ATTACH TOF H. SHEET MIETAL LL SCRUSINGEWS PROVIDED WITH BOLT. o>_ N O o0 ac = Coto„' CO W o E o G 00 CC 0- B13. 684.3831 are 11/8/01 sme NTS DwD. eY: WLN 4._ j F-1YACY 1 4 REEI 72 16Dr4 ItemItemlDESCRIPTI N - Materiol 1 FIBERGLASS BY RMA TR with )kid r h F -w psi 2 3 cc T H STILE LOCK BLOCK TH RMA-TR OR ISL & OAK 1.50" x 4.125" R 4 HIN STILE ERMA-TR OR 1.50" x 1.457- STEEL 5 6 X 1 PHILIPS PAN HEAD SCREW FOAM 6POLYURETHANEFOAMBASF, 1.9lbs.. DENSITY 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERWA-TRU FOAM 9 4 x 4" HINGE .097 THK. THERMA-TRU STEEL STEEL 10 10 x PFH WOOD SCREW H' a to frame 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2" LG. PFH WOOD SCREW STEEL STEEL 13 8 x 2 1 2" LG. PFH WOOD SCREW 14 NOT USED WOOD 15 NOT USED WOOD 162xINNERWOODTESTBUCKWOOD17MAX. 1 4" SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM WOOD 19ONEPIECEBUMP'FACE THRESHOLD THERMA-TRU 20 HEADER 4.656 x 1.211 ERMA-TRU pONDEROSA PINE)WOOD 21 22 NOT USED HINGE JAMB 4.656" x 1111" ERMA-TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAM13 11 WR68T .052 WALL Al I 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 NOT USED STEEL 27 8 x 1 LG. PANHFAD SHEET METAL SCREW 28 MOLDED OPEN LITE FRAME EXTRUDED SUC with the ' stren th F min =6,200 si 29 K40 x 1.50 PT THREAD SCREW, MAIOR DLA. 4.0MM JUUK HL WZOJ SM EL30 NOT USED VINYL 31 INSWING SIDELITE BOTTOM BOOT 1 8 THK. CELLULAR GLAZING TAPE STIK-II TAPE 1 X .04 DIA WIRE BRADS STEEL WOOD 3 8" QUARTER ROUND MOLDING WOODBLANK JAMB4.656 x 1.211 THERMA-TRU, PONDEROSA PINESIDELITE 36SIDESTILETHERMA-TRU 1.531 x .656 PONDEROSA PINE WOOD 10 x 1 3 4" LG. PFH WOOD SCREW STEEL NOT USEDALUM. NOT USED SILICONE SILICONE CAULK 41 42 NOT USED Sniff TOP Q BOTTOM RAIL ERMA-TRU 1.531 x .656 PONDEROSA PINE WOOD 43 8 x 2" LG. PFH WOOD SCREW STEEL 44 3 16" SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 NOT USED TCM 47 NOT USED STEEL GLASS GLAZING, 1 INSULATED TEMPERED GLASS GLASS GLAZING, 3 4 INSULATED TEMPERED GLASS THERMA- TRU WOOD COMPOSITE WOOD LOtIPOSRE CCBOTTOMRAIL1.50 x _94 STEEL F53316TAPCONANCHORINGELCO, 1.75 MIN. LG. STEEL 376TAPCONANCHORINGELCO, 2.5 MIN. LG. 10- 24 SEX BOLTSTEEL PLASTIC LIP LITE FRAME PVC with o yield stre th F min =2 145 psi PVC 453" GLASS BITE 2 XE TER14B 0. ° O.o O . Ir TERIO Z? 6 w z a Y z ZLj 1/8" TEMPERED O> 48 GLASS O Do L 1/ 4" AIR O co a N= I SPACE IQL z O r^j G1 8" DECORATIVE W o o 0 LASS O O 3/4" STEEL 1/4" AIR SPACE O 3 INTERCEPT1/ 8" TEMPERED cc w aGLASS 001" INSULATED TEMPER D G1 A GLAZING DETAIL SHOWN W/ CLASSIC CRAFT" SMC LITE FRAME w REQUIRED FOR DOOR PANELS) 3 453" GLASS Y I BITE o? Ln Q< 2 1it o EXTERIOR 1/ 8" ANNEALED N O ., GLASS U- J m Jo AIR. inc- m.25" SPACEa ) 1/8" ANNEALED 5 GLASS INTERIOR 3 . 25" STEEL INTERCEPT m 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SIDELITES ONLY) 0.5" GLASS BITE .0625" THICK DOW 795 GLAZING COMPOUND 1/8" TEMPERED a o 0 0 GLASS 0 O O 0 0 00 1/2" AIR SPACE Q 0 0 1 8" TEMPERED O / zFORT BUIIDNN c 813. 6 a.3a 1. 813.684.3831. Z Y GLASS 1/2" STEEL INTERCEPT SPACER l 'FT. ® 0- we NTS vwc. er: WLN 3 4"" INSULATED TEMPERED GLASS • CeK. fry'.RW GLAZING DETAIL SHOWN W ` +, • om^ w.. CLASSIC RAFT" INTEGRAL G S-2164 SIDELITES ONLY) r mAlk 1,ST R FILE # I MANUFACTMEL 1;Tt ERMA oTRU® CLASSIC CRAFT' OUTS WING "SINGLE AND DOUBLE W!& WIOt1T SIDELITES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. I. 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 ASSHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR MIAMI-DADSCOUNTYWITHTHEUSEOFTHEHIGHDAMBUMPTHRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESJDENTIAL INSULAT€D FIBERGLASS QOOR Common to all rams conditions) D r id lit of n r n ace sheets hoor gne : i erg ass (SMC) skin 0.105" min. thk., Sidefite Sheet: 0.07 min. thk. with yield strenggth Fy(min.)-6,000 FF Core design: Polyurethane loom core, with 1.9 1bS. density by B45F. Ponel Con truction: The panel skin is constructed from a 0.095" thk. sheet momgcompounSMC). The interior cavity is tailed with 1.9 lbs. density BASF qumfhone foam. The panel face sheets ore ghred to The, wood stlers and rails. latchandhingestilesoreLYLortSLTheEtchstilewhichis4.0 3 X 1.47 is the latch reinforcement. The top and bottom rwl_ are of a wood canposdd materalum Gum Inthedoubledoorapplicationtlx: inactive door s fitted with on extra astragot of 6060-T6 alioy. FrameConstruction: The frame is constructed from finger jointed pme meas SS wide x 1.17" thick The header is joined to the side jambs with (3 /8 x 2.5" Philips F qlea. W9o Screws. Ttle threshold of slo'rie'd to t o side pmbs rich 2 1 1 2 gown x 2 big, p. each side. The mullions are securea together in a sidelite application using /e 2' long PFH Wood Screws (6) screws ppeer each _UAon. The units uses an OutswingBumpthresholdmeasuring4.615 x .837 r I i SMC Lp Life - DA size is 27.5" wide x 50.19" high secured w x 1.75" Phillips Pon Head Screws. The frame am sealed with silicone coulking ( Dow 795) to siddite panel and to the glass. Sidefite Glazing: SMC Lip Lite with the yield strength Fy(min.)= 6,200 psi & TMC Up Lite with the yield strength I`Amin.)= 4,674 psi - OA size B 9.85" wide x 65.85' wide secured w i6 18 x 1.75" Phillips Pon Head Screws. The frame are sealed with silicone caulking (Dow 795) to sidelile pond and to the glass. Integral Flush Glazed - The sidelile sosh face panels ore molded to receive the insulated Gass. Thy ass is attached to the side6te face sheets with slicone gazing compound (Dow 795 TABLE OF CONTENTS SHEET # 1 DESCRIPTION ERALL WIDTH 36" MAX. PANEL WIDTH n F__ 105. 5" MAX. OVERALL FRAME .WIDTH 36. 625" MAX. PANEL WIDTH 15.5" MAX. ZO j W/ ASTRAGAL FRAME WIDTH P aE N ca ca w a 24. 5" MAX. o Ld z n UJ MD.L.O. TYP-) x o v m 06 O X 1 X w N O f` DOUBLEW I 7SWING UNIIf SINGLE OUTSWING UNB OPTION 11 W/ SURFACE BOLTS 74. 5" MAX. OVERALL FRAME WIDTH SEE DETAIL A" SHL3Ai IMODELS68 5 MAX. OVERALL WIDTH - 36. 625" MAX. ,Aac MEWED {III 2- 4.5 W ASTRAGALPANEL WIDTH FROM INTERIOR MAX. D.LO. ~- J 1f a o 024.5" MAX X = xQ 1 w D.L.O. M x 0 TYP) orn = _ rn fF J f J aJoCi O ¢ o " v X M. noon u1o . o- M INACTI AC TNE %a I ING INSI S WING NIT DOUBLE OUTSWING UNIT OPTION II W/ SURFACE BOLTS SEE DETAIL "A" SHT.3 DESIGN PRESSURE RATING OPTION IFWITH SURFACE BOLTS +47.0 PSF -47.0 PSF URACE BOLTS &70.0 PSF -70.0 PSF OPTION IIMBER 11 ASTRAGAL tp 13: 9375` MAX. WIDTH O O tl = t\ Oza: z O 7.125" MAX. D.L.O. r,7 OQ WIDTH LIP LITE U ] Lj 0O 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE Z) L J O~ MTYP. FOR Q D BOTH SIDELITES) 2 W 15. 5" MAX. FRAME WIDTH 13. 9375" MAX. 7. 125" MAX. D.L.O. WIDTH LIP LITE 7. 0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) wz JN V1 yw nw az J J K too : 2 3W vo ZSwt U d1 U s a ) V, LJ 1 813. 654.3831 N. T.S. Err: WLN er: RW 5- 2161 sner 1 or M C6 7 ZU D 1.68' MIN. PANEL THK. 0 0 29 O SEE GLAZING DETAILS 28 X INTERIO EXTERI d z 0 o 19 7 in 50 51 4. 13 LJ c6 4e. 4 c6 d4 7 oo 16 C) CC) 16 V)— CL OZ 17 O Z Q n 77 n 2 Lj Lu — 7 3 SEE NOTE 0 020SHT.4 0D to v=S 34 3 0 ui m K 1.68' MIN. 8 L) 0 PANEL THK. 42 1.66" MIN. PANEL THK 0 S2 a a w Lu SEE GLAZING 29 DETAILS 3: rd SEES GLAZING X 28 0DETAILSw Sd a tz m a EM INTERI INTERIO z -,.4 46 o 0 VIA 6 0 00 0o ,q00 0 am W mSEENOTEB SHT. 4 50 0 o 42 39 7 2E 0 34 M, 6 0 33 0 SEE NOTE SHT. 4 mm cin 52 43 SEE NOTE 5 SHT. 4ow 6 A ri -,, vF-gTicAi CROSS sF7cnQ DOOR PANEL HIGH DAM V OUTSWING DOOR PANEL w/ LOW PROnLE THRESHOLD SEE DESIGN PRESSURE TABLE) J. T- T I OUTSWING SIDELITE PANEL THE CROSS SECTION 15 BULDING CONSULTAHM. tmc lg SHOWN813.684.3B31 F= E aLrtC314. GLASS CRAFT' & T". 11/5/01 SCAM NTS WLN T. sy RW piAWING NO.: S- 2167 sNccT 2 ASTRAGAL RETAINER BOLT 8.0 . LG. TOP sorrom (2) BOLTS NE AT TOP & (2) AT BOTTOM SEE I SHT.4 K::70 ASTRAGAL( OPTION 1) fOTZ - 4 (4 Q. w O F4 V) 36 I t5 SEE NOTE g SHT.4 J H RI -CTION KV a MULLION 1 15" MIN. EMU. 25- MAX, SHIM 15" MIN. C-SINK EXTERIO Zs 49 V. 0 0 6 z Nn 36 :5 t5 SEE NOTE 34 9 SHT.4 16 17 3 INTERIOR a SIDELITE TO BUCK DETAIL'A OPTION II SURFACE BOLTS) 77- 813.684.3831 is 11/5/01 km NTS v. sy: IWLN K. Ery: RW A c No.: S-2161 tm 3 OF 9 2$ MAX. SHIM SPACE 13 UZIV U W w EXTERIO L7 15" MIN. i HORI NTAL ROSS C710N C-SINK 4 LATCH JAMB TO BUCK, o.. 1.15" MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR II8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3 5, 18.25", 40.5 59.25 74.25 76.25" do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) #8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0 19.75 33.5", 47.25, 61.0 k 74.7 THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A /8 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A b'8 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A #70 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 7" x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. SEE NOTE 1 SHT.4 2 HORIZONTAL CROSS SECTION • 15" MIN. 4 HINGE JAMB TO BUCK, C-SINK 1.15" MIN. n EMBED. Z = 36 34 o a 33 SEE NOTE 9 THIS SHT MAX. F 25' M SPACE SEE NOTE i 7 SHT. 4 3 HORI ONT CROSS SECTION 4 ® STRIKE JAMB TO SIDELITE 0A R. NA 0-A. c O> N00 DOOM ccZ O Lo Z) O w 0 O g o Do FE T CL Val 00UZ a OZ N0 U 2tn V W BUILDING MSULTANTS, INC 813.654.3631 NTS BY: WLN BY: RW NG NO.: S-2161 4 ov 9 SEE DETAIL "F" i SHEET 5 6" 6 6" 3" 3" 3- 3" 6' 6" 3' 3- 6" 3" 3" I it II 11 I 13 it II I TYP._ 13 SEE NOTE TYP. DETAIL TYP. 3 SHT. 4 SEE NOTE SEE SHT. 5 SEE- DETAIL 6 SHT. 4 E", SHT. 5 SEE NOTE TYP. 13 SEE DETAIL G" SHT. 5 6 SHT. 4 TYP. SEE DETAIL 13 SEE NOTE H" SHT. 5 D" Typ 4 SHT. 4 D" 51 ti 1 i TYP. I t TYPI t i 3" -i ! 4t63: 3 6' 3' 63 II- - I 3. E-3 6' 6" O> F- t-1 O a0 ONOcc IE0OdZdO` cO 6" 6" r 3SHT.4E U _] u-) 1 SOW I I I.: O,O i t"c0 1\ u7N N W a N rn 13 0i n N a ^ a TYP. pi Ln _ _ z o SEE DETAIL n D• "E" SHT. 5 ai to 13 TYP. N - Z o y z o SEE DETAIL "C" " C" TYP. "D" _ G' SHT. 5 _ 0 (n o 0 ug z t 51 TYP. t z a SEE NOTE co O 4 SHT. 4 SEE DETAIL ` u H" SHE 5 SINGLE DOOR w DOUBLE DOOR W/ SIDELTFES 1tz DRILL THRU FOR 1 A 0. 357" BOLT DEEP ENOUGH FOR A 2" NOTE: BOLT THROW I USE ITEM 113 A 18 x 2 1/2' PFH WOOD SCREW T z SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED euaov+c 7 SHT. 4 SURFACE BOLT APPLICATION WITH THE SIDELTFE USE ITEM J43 A J8 cor+su rv+ts. n+c 0 13 43 STRIKE PLATE g13.6g4.3931 43 37 2" PFH WOOD SCREW. 11 DETAIL "H' o are 11 / 5/01 C RETAINER BOLT HOLES SrrLF N.T.S. OPTIONAL SURFACE 10 SURFACE BOLT BOLT STRIKE P TE CE FLORID/p Be o /p 1'i o F6 wrc. er. WLN STRIKE PLATE A c_.. er: RW DETAIL—F 13 43Di WNGNO ASTRAGAL STRIKE PLATE 10 & OPTIONAL SURFACE SEE NOTE 1 7 L V 8' 1 r S gv 5-2161 DETAIL "E' BOLT STRIKE PLATE THIS SHT. DETAIL "G" U 1®f jpligl sHEE'r 5 ov 9 SEE DETAIL " " SHEET 5 6" 3 3" io 6- 3" 6 3• 3" 63' 3" 6. 1 1 l i 1 73 I_ F137YP SEE NOTE 43SHT. SEE NOTE SEE NOTE t v SEE DETAIL n 3 SHT. 4 6 SHT. 4 in oN•il 13 F" SHT. 5 - vi Oi N y TMP'S_E_E DETAIL G SHT. 5 13 N SEE DETAIL E" SHT_ 5 SEE DETAIL nI'• SEE DETAIL E" SHT. 5 N TY H" SHT. 5 13 TYP. mi N J ria J. - "GEE HT. 5 •K" . M. "K" TYR is L SEE NOTE c 51 51 ° 4 SHT. 4 - - T1P. 1 1 1 51 TYR 1 TYRi 1 1 52 3- 3: TYP. 3' -i -'i 6"— F^ 6 3 . I `-- 6" -.• {{ 6" ' 3" SEE 3- 6" 6" 4 SHT.T. 44 6" TYR SEE DETAIL 74" SHT. 5 DOUBLE DOOR SINGLE DOOR W/SIDELITES CENTS FlLG -t,,KRDA B.C.A. . v O> O aop 0 (D00 O O Z O n Ow0 c OD 00 z 3 v) J ZO L' O a VO Im J J' z Q) < EX uZ In W O Q QC9 7 Q 513.654.3831 L. 11/6/01 ur• N.T.S. WLN K. er: RW WM w_ S-2161 Ftr 6 of 9 o > Of C-4 0.5" GLASS 0.5" GLASS BITE .0625" THICK DOW 795 O Lr) O BITE Y SEE NOTE 1 GLAZING COMPOUND 2 Z O z E NOTE I THIS SHT. . O SETJ-PPH N 1/8" TEMPERED GLASTEMPERED ? O W o GLASS — o O 5 O e p g Q 00 0 o 0 3 4" AIR SPACE 1/4" AIR SPACE w 0 / DD 2,pO TEMPERED 0 1/ 8" TEMPERED GLASS z GLASS 8 x 1 #8 x 1 3/4" PPHoN1" INSULATED TEMPERED GLASS1/4" STEEL I3/4" STEEL INTERCEPT SPACER GLAZING DETAIL SHOWN W/ 0625" THICK DOW 795 ncc1r CRAFT" Mr. LITE FRAME n 1 /2' INSULATED TEMPERED GLASS GLAZING COMPOUND A71AIC DETAIL SHOWN W/ (REQUIRED FOR DOOR PANEL) a CLASSIC rRACT' TCM LITE FRAME m m SIDELITES ONLY) c io z u1 S4 0625' THICK DOW 795 < S GLAZING COMPOUND ' y' K 0.5" GLASS SITE olgo_ O VZ 0.5" GLASS Z F- 1/8" TEMPERED a Na SEE NOTE 1 BfTE (n 1/ 8" TEMPERED GLASS m THIS SHT. GLASS O 0 OO o 1/2' AIR SPACE 0 o p co O O O 0 0 " 3/4" AIR SPACE O 0 1 /8" TEMPERED z Y GLASS 1/8" TEMPERED SEE NOTE 3 c Ln GLASS THIS SHT. g J8 x 1 3/4" PPH 3/4"' INSULATED TEMPERED GLASS 3/4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER rL6ZING DETAIL SHOWN W/ w 0625" THICK DOW 795 "CLASSIC CRAFT" INTEGRAL GLAZING o GLAZING COMPOUND ( SIDELITES ONLY) 0 z 1" INSULATED TEMPERED GLASS ri ACING DETAIL 1 RAFT" M FRAM YU BULLDIN SI L L /® CDNsuu ras, IN v D. e O 813. 684.3831 1. THE 27.5" x 50.19" DOOR LITE S SECURED WITH (16) 8 X" 1.75"AND PHILLIPS PAN HEAD SCREWS BCJIf$y SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0". 13.75 AND 243.8 FROM THE LEFT SIDE.JL wre 11/5/01 THE SIDE STILE ANCHORS WERE LOCATED AT 3.0", 13.25", 23.625" 33.875" AND 44.125" o srxc NTS FROM THE BOTTOM OF THE LITE FRAME. U I o A owc. BY, WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS ! SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END, SIDE STILES '. ^ r J aK 11 RW FROM THE TOP DOWN TOP DOWN AT 5.5", 16.5", 27.5" 38.375 49.375" AND 60.375. f' DPAWN NO- 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS.^ > T n ' t_ 5-2161 P ' r: L•< I. L 1 lilt sN r 7 0v 9 4.03 ` OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077' --{ T SIDELITE TOP & -BOTTOM RAIL FINGER JOINTED PONDEROSA PINE co CC BOTTOM RAIL OWOODCOMPOSITE 1.077' - - T 4--1.54' --i 36 S1nFl ITE BLANK SIDEST11 F FINGER JOINTED PONDEROSA PINE r— 1 47' -- 1 CC TOP RAIL OWOODCOMPOSITE O on 097' O 4 x 4 STEEL DOOR _HINGE9 39' RED+ OAK CAP I 0 O 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. DIM. VARIES W/GLASS THK. K4o x 1.79' PT THREAD J SCREW. 11ALOR DCl 4-0— SMC I RE FRAME 2B 8-10 x 1 112' PPH PL SCREW h } DIM. VARIES N W/GLASS THK. TCM IRE FRAME A— MA `UFA r lno (% 4 4.565` T 0 2 35 38 WOOD FRAME I 4.61= 2.203" t 1 T m 0 19 rn1TSWING BUMP .EACE Al UMINUM/ MOOD THRESHOLD 050- WALL TYP. HIGH DAM THRESHOLD 39 IY N O CO p v)0 ao ooL: c0i5w O Lu co wDo a J w 4a Up 11 813.684.3831 0 NAME '1p, IS++ E o orc. By; WLN cw. 9r: RW auwr+c r 5-2161 SKEET 8 OF 5 I RIP7 N M ri I i n6ERGLASS 1 By THERMA TRU with Vteid S9M F =6 2 3 CC WM SILEAOCK BLOZ 1XIM-M.1.47' 4. 4 CC Ipa 519E TRU LVL OR LA k OAK 1.46' x 1.4 5 NOT 6 POLYURETHANE USED FOAM BASF. 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEiITHFRSmP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THE -TRU FOAM 9 4 x 4" HINGE .097 THK. ERMA-TRU STEEL STEEL 10 10 x 3 4' I.G. PFH WOOD SCREW gn a to from 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED Ja x 2 1 2" LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCKWOOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.565" x 1.17 ERM4-TRU PONDEROSA PINE WOOD 21 22 NOT USED HTI4GE JAMB 4.565' x 1.17" -TRU 2O00W PINE WOOD 23 KWIKSET TITAN 700 SERIES OEADBOLT WALL ALUM.G6OS65-T6 24 ASTRAGAL OJAMBER 11 WR68T .052 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 26 SMC, fi -TRU SMC eld strten hFF m MAK1R 0A 4.Omm FOR 11171 28 STEEL 29 K40 z I. PT THREAD SCREW, 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 1 D4L WIRE BRADS STEEL WOOD 34 35 3 8" COVE MOLDING BUWK JAMB 4.565 x 1.17 -TRU. PONDEROS4 PINE WOOD 36 SIDBAE SIDE SW -TRU, 154 x .67 PONDEROSA PINE WOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATCH JAI® 4.565 x 1.1 - PONDEROSA WOOD ALUM. 39 HIGH WATER DAM THRESHOLD SILICONE 40 SILICONE CAULK 41 42 NOT USED SOETIIE Tl>P k BMRAL -TRu 1-4x S PONDEROSA WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL STEEL 45 IVES4548" SURFACE BOLT 46 LIP CM, - U TCM with field suer th F min. = 4,674 si STEEL 47 8 X 1-3 4 PPH SCREW FOR fiFJA 28 & 46 GLA$5 48 GLAZING, 1 INSULATED TEMPERED GLASS S GLASS IA49GLAZING, 3 4 INSULATED TEMPERED GLASS 50 CC BDTTOAI RAIL (1.50' x .8W. TTIEW-TRU w" COLPOSRE) WOOD 51 3 16 TAPCON ANC OVC ELCO, 1.75 Hit LC. STEEL 52 3 16 TAPCM ANCHOR IC ELCO, 25 IEK IL. STEEL LLJ co Qo V) O CD O Oto 0 W in t\ W co Q z m J2 n N 1. 158" O w Q O N 1111111/1 VO V 0 DRILL TRU FOR `w o A I8 PFH WOO DRILL TRU FOR a' 0I5 a) SCREW 2PLC5 357" DIA. ASTRAGAL a RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE O7 .35" t COMPRESSION WEATHERSTRIP BY THERMA- TRU 4--- -- 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET RA a L®iB.i A .O.J a a . to N " MANUFACTURER NAME: L —7- AP V 1.767" MASTED. FEE # c WINDJAMB24ER II WR66T ASTRAGAL (ALUMINUM 052" WALL TYP.) ASTRAGAL RETAINER BOLT _ N MATERIAL: C/R ROD ZINC n YELLOW CHROMATE 3" 592" N O pp NO.179" to REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET NTS m: WLD m: RW i No: 5- 2161 9 ar 0.5" G1A55 Bf}E 5- THICK DOW 0.5" GLASS GLAZING COMPOUND BITE Y Z'- SEE NOTE 1 THIS SHT. SEE NOTE 1 TOPPH N 1/8" TEMPERED 1/8" TEMPERED g GLASS GLASS U c o 0 1/4" AIR SPACE o o1 o1/8" 3/4" AIR SPACE TEMPERED r— TEMPERED GLA55 z GLASS 8 x 1 x 1 3/4" PPH1" STEEL IACER THICK DOW 795 3/4" STEEL INTERCEPT SPACER INSULATED TEMPERED GiA551/4" 5 rLtING DETAIL SHOWN W/ 0625" C1A551C CRAFT" SMC LITE FRAME 1/2" INSULATED TEMPERED GLASS n A71NC DETAII SHOWN W/ GLAZING COMPOUND REQUIRED FOR DOOR PANEL) QI AS'IC CRAFT' TCM LITE FRAME SIDELITES ONLY) 0625" THICK DOW 795 0.5" GLASS,BITE GLAZING COMPOUND 0.5" GLASS z 1/8" TEMPERED SEE NOTE 1BITE 1/8" TEMPERED CLASS THIS SNIT. g GLASS O .O OO 00 1./2" AIR SPACE O 4 p O 3/4" AIR SPACE O O O 1/8" TEMPERED z GLASS SEE NOTE 3 1/8" TEMPERED THIS SHT. N 518x13/4" PPH/4"" GLASS INSULATED TEMPERED GLASS ci A INr DETAIL SHOWN W/ 3/4" STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER CLASSIC CRAFT" INTEGRAL GLAZI NG 0625" THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND I INSULATED TEMPERED- GLA.55 rl A7iNr DETAIL SHOWN W% CLASS1SI gAFT' M FRAM S L L 1. THE 27.5" x 50.19" DOOR LfTE IS SECURED WITH (16) 18 X" 1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0". 13.75 AND 24.5" FROM THE LEFT SIDE, THE SIDE STILE ANCHORS WERE LOCATED AT 3.0 13.25". 23.625' 33.875" AND 44.125" FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x "1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5". 16.5". 27.5" 38.375', 49.375' AND 60.375". 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. y 1@'I UFACT 1/1 cl 7 .I . O> O Do Otn0D Q- HE aO Z O „7u7 p0 W 0 3¢DO WOD a L, Ub BUILDING NSULTANTS. INC 813.584.3831 er: WLN er: RW NGM.: S- 2161 r 7 ov 9 b 4.03" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077" -- f n 1.54" 42 SIOFI.ITE TOP do BOTTOM _RAIL FINGER JOINTED PONDEROSA PINE 1.47" --{ LAhw CC BOTTOM RAIL OWOODCOMPOSITE 1.077'—{ I 1.54" ---1 36 SIDELITE BLANK SIDE STILE O FINGER JOINTED PONDEROSA PINE 1.47" ---1 CC TOP RAIL OWOODCOMPOSITE 39" RED OAK CAP m6" 0 CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. RADIATA, PULAI, ELLIOTTV, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. AIESTHK. e 9.-. N_ 1AD SM 28 1,375" 18-10 - 1 112" PPH PIASCREW T DIM. VARIES " T a W/CLASS THK. L j O O 1ILoo 6 097" -4—TCM rt FRAMF O4 x 4 STEEL DOOR HINGE M&NUFA TTVT I? a.sss" 0 2 35 38 - T WOOD FRAME I 4.615" 2.203" ant 1 r 0n 19 OUTSWING BUMP FACE Al UMINUM/WOOD THRESHOLD 050" WALL TYP. HIGH DAM THRESHOLD 39 F- N o 00 o oI moo" c°gwLn Owa o 0000 wLl a U WA J 1/) h FFO-- Jtz ZD v L- w 813.684.3831 SCALe NW owc. er: Lh CHx. BY: RW NAMES- 2161 s rcc 8 OF ! kit,, { 7 ---- 1 armRIPTI?N terigI 1 RMA w 1 h =6 i 0 MIN flBERGLA55 2 3 cc igy- mrj. 4. 4 CC HNCE 514E -TRU Llt OR LA & W 1.46- x 1.4 5 NOT USED 6 POLYURETHANE FOAM BASF, 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WFATHERSfRIP THERM47 V FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP MERMA-TRU FOAM 9 10 4 x 4 HINGE .097 THK. ERMA-TRU 10 x 3 4' LC. PFH WOOD SCREW Hine to Frame) STEEL STEEL 11 10 x 1 LC. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 NOT USED T USED INNER WOOD TEST BUCK WOOD AX. 1 4 SHIM MATERIAL WOOD IKSET TITAN 700 SERIES PASSAGE LOCK E PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD ADER 4.565 x 1.17 ERM4-TRU PONDEROSA PINE WOOD T USED NGE JAMB 4.565' x 1.17" -TRU PONDEROSA PINEPRASTIC WOOD IKSET TITAN 700 SERIES DEADBOLT STRAGAL WINDJAMBER II WR66T .052 WALL LAZING, 1 2 INSULATED TEMPERED GLASS ALUM. 6060-T6 GLASS OT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL ASTIC LLP URitheldstrenhFmm. = 6,200 si 29 1 K40 x 1. Pf THREAD SCR W, UW ON !•Omrn JfUK IfDI f 28 STEEL 30 INOT USED 31 NOT USED 32 la THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 34 35 11 x 0.04 Dbl WIRE BRADS 3 8" COVE MOLDING BLANK 4WB 4.565 x 1.17 -TRU, PONDEROSA PINE STEEL WOOD WOOD 36 SuaffE SIDE STU THEW.-TRU, I54 x .67 PONDENOS4 PINE WOOD 37 10 x 1 3 4" LG. PFH WOOD SCREW0 STEEL 38 39 U1 JAIIB 4.565 z 1.17- PCWDDtOS4 HIGH WATER DAM THRESHOLD WOOD ALUM. 40 1 SILICONE CAULK SILICONE 41 INOT USED 42 1 MOM TOP & BON NA( -TRU I-% x S PNdx`Ji054 WOOD 43 118 x 2 I.G. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 C LIP U M, - U with yield strength F min. = 4,674 si TCM 47 48 49 8 X 1-3 4 PPH SCREW FOR REIN 28 & 46 GLAZING, 1 INSULATED TEMPERED CLASS IGLAZING. 3 4 INSULATED TEMPERED GLASS STEEL GLASS GLASS 50 JCC BOTTOM RAIL (1.50' x .883' THEW.-TRU WDOO C01R-61fE) W000 COIIPOSIfi 51 52 16 TAPCON ANCHORA6 ELCO, 1.75 WK LC. 3 16 iAPCON ANCHORhC ELCO, 2.5 WWX LG. STEEL STEEL T ASTRAGAL RETAINER BOLT _N MATERIAL: C/R ROD ZINC n YELLOW CHROMATE 3" I oN N DRILL TRU FOR A 18 PFH WOO DRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PLATE 592" o, INrn C" N O--•i F-- .179" NQ REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1.158" N rn M- O COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET 1 " RETAINER BOLT Co N MANUFACTURER NAME: w 1.767" - MASTER FILE # WINDJAMBER It WR68T 24 r ASTRAGAL (ALUMINUM 052" WALL TYP-) er: WLN er: RW 04 No.: 5-2161 r 9 or S