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HomeMy WebLinkAbout230 Venetian Bay Cir 04-2625 New SFHCONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 151 SOUthhall Ln #200 Maitland, FL 32751 407-257.6940 CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE f SUBDIVISION PERMIT # GAL° DATE J` " cr C1 PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE T_ Certificate of Occupancy City of Sanford This is to certify that the building located at 230 Venetian Bay Circle for which permit number 04- 2025 was issued and has been completed according to the plans and specifications filed in the permit, to wit a New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: D. Richards Public Works: J. Crumpton Utilities: R. Blake Fire Department: Zoning: Morrison Homes Property Owner 11/ 19/04 11/ 17/04 11/ 15/04 11 / 22/04 Y- - s4- 11/23/04 Building Official Date A CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: 11/12/04 PERMIT #: 04-2025 ADDRESS. 230 Venetian Bay Circle CONTRACTOR: Morrison Homes PHONE #: Randall 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. BE-n-g—in-e ering Y 7 /o Public Works Utilities El Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: 11/12/04 04-2025 230 Venetian Bay Circle Morrison Homes PHONE #: Randall 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 Fire Works Zoning Utilities Licensing CONDITIONS: (TO E COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i CERTIFCATE OF OCCUPANCY f I REQUEST FOR FINAL INSPECTION f a Single Family Residence"" I I I + I DATE: 11/18/2004 PERMIT #: 04-2025 C U 0aR E F yf 4? . I ADDRESS: 230 Venetian Bay Cir W W G G t. l3 Q C+ CONTRACTOR: Maronda Homes Ciwutj PHONE #: Randall 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 Fire Public Works El Zoning _ tiliti s ' Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 11/22/04 09:12:48 Location ID . . . . . . . Parcel Number Alternate location ID Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 241045 23.19.30.502-0000-0280 230 VENETIAN BAY CIR Free -form information SW DEV FEE $1700.00, WA DEV FEE $650.00 PD 5/20/04 BP #04-2025 SEE REC #6800 3/4" WA METER SET FEE $190.00 5/20/04 REC #6800 LOT #28***** F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFCATE OF OCCUPANCY ^ 4 REQUEST FOR FINAL INSPECTION- Uj ; ti NEW SINGLE FAMILY RESIDENCE ***0 I It I I I t I I DATE: 11/12/04 PERMIT #: 04-2025 r { a c ADDRESS: 230 Venetian Bay Circle v N - ae ca W C tl C: f C dJ { . C7 tr c a CONTRACTOR: Morrison Homes « S4u u 0. 0- + PHONE #: Randall 407-448-1246 = ® C u 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 Fire Zoning tilit Licensing C 5' S CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I I I I I I I I I r I I I I 1 I I I LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . 241045 Parcel Number . . . . . . 23.19.30.502-0000-0280 Alternate location ID . . Location address . . . . . 230 VENETIAN BAY CIR 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 11/16/04 15:34:49 Free -form information SW DEV FEE $1700.00, WA DEV FEE $650.00 PD 5/20/04 BP #04-2025 SEE REC #6800 3/4" WA METER SET FEE $190.00 5/20/04 REC #6800 LOT #28***** F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-76095 , DATE: BUILDING PERMIT 'R TY COU TY UMBERx UNIT ADDRESS:.___________________`___ TRAFFIC ZONE: JURISDICTION: SEC: TWP RN SUBDIVTRACAD PLAT BOOK F|AT BOOK Pt4 ONNER NAM[: ADDRESS: Mr2-1 L - APPLICANT NAME: ____ A________~'^ ADDRESSi LAND USE CATEGORY: 001 - Single Family Detached Hcuse TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DI I* SCHEDULE DESC. UNIT OF UNITS | ROADG ' ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $' 705.00 ROADS ° COLLECTORS O RTH dO wl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.O0 SCHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,384.00 2,285 00 STATEMENT R[CEIV[D BY: SIGNATURE: ` P ASE PRINT NAME> L RE[IVING-{Q 4A?Y/% OWNER. - ENSUR[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** 1 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. ERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWN TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AHD/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THnN 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 1101 EAST FIRST STREET, REQUESTED, FROM THE SANFORD, FLORIDA PLAN 32771; IMPLEMENTATION OFFICE: 407) 665-7474. PAYMENT SHOULD bE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*0* FAMILY BUILDING PERMIT******************** Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) November 17, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 28 Venetian Bay, 230 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 230 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 28, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates I c. Darae L. Przemieniecki , &M Associate Vice President DLP/bb r 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 i MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 230 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 28 ," 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): W - ##' - ##.##' or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 16. 1 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) 00 o d) Attached garage (top of slab) 15. 8 ft(m)E o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15. 3 ft.(m) AC Service \ o f) Lowest adjacent (finished) grade (LAG) 15. 2 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 15. 4 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) (--.- fessional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 RE DATE TELEPHONE 11-17-04 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions r IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 230 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company'NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is' — _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 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 2.1 L / r2.1 r 6' BRICK WALL FD 5' 0/S - FD 5' 0/S LOT 28 u, A- GRADING M 5.500 SO. FT. N n 00 0 CoVV. v PATIO u- 00 nc 0 24. 7' O NASSAU 11 1561 O O ELEV. 'A. B.0 & D' O A< SINGLE FAMILY nm RESIDENCE n vFIN. FL. ELEV: 16, 1 v nm LOT 27 rn mm LOT 29 fTl o rqZ n 0 w 6.3' z I' I4.3' 00 19.3' O LEGAL DESCRIPTION Lot 28. " V E N E T I A N B A Y according to the Plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04/17/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotting from Flood hsurance Rate Maps provided by FEMA. No field surveying was perirmed by this Firm to determine this Zone. The exact zone location con only be determined by an elevation study. We assume no responsibilty for actual flooding condtions concerning this parcel ADDRESS: 230 VENETIAN BAY CIRCLE SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CtFCLE as being S 89°59'43-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H ill e r Engineering. Inc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on Q p — 7 - 04 Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark OAS O.R.B. Offset Records BookOffsubsurface/aerial encroachments, if any, were located. assumed datum) PB PPlat BookPatB 3. Building ties shown are to the exterior unfinished foundation surface or formboard BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved C/L Centerline PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown d CALC Central or (Delta) Angle CalculatedCB P.C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed Chord Bearing PPage temporary Benchmark shown hereon. CD Chord PermanentP.R.M.R Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, andP1 C.M. Concrete Monument P/L P.O.B. Property Line Point of Beginning Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Public Records has been made by this office. FINAL EL. Elevation (Measured) P.I. Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin.Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. Iron Pipe PT. Point of TangencyI.P. 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod R Radius Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RED RES. Radial Line Residence YS "iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. LB Licensed Business RAN Right -of -Way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea NrD(N&D) Measured Nail and Disk TYP. Typical 2004 Herx & Associates Inc. All rights reserved9 N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal Surveyor Drown b y : AH o/ a FI a l nsed and Mapper This rvey ets fhe'requirements of the Florida Mini um Technical Checked b y : DP Sta and a nNned in Chapter'61G 17-6 FI id A minisfrative Code. CERTIFIED TO : Prepared For: Al I SON CAROLYN McKENNA Job Number: 02-017-02 FIRST HORIZON HOME LOANS. CO. Scale : 1-- 30' Vill ( UNIVERSAL LAND TITLE. INC. Plot Plan performed: 04-01-04FIRSTAMERICANTITLEINSURANCECO. Foundation Survey: 06-17-04 am A. Herx, P.L.S. Florida Regislibred LaAd Surveyor Po. 3182 Final Survey : 10 - 27- 04 Darae L. Przemieniecki, P.S.M. Registered Surveyor and Mapper No. 6030 Add Cor f i f i co t i on s : 1 1 -04-04 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 NOV 0 2 Herx & Associates Inc.. State of Florida LB 4937 4 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 e P.C.P- - CITY OF SANFORD 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. 1 -' 1 1 -2. I ' LOT 27 FD I.R. NO CAP)— 0.4' S 89°59'43"W-t 5 44.00' REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F - PRIVATE ROADWAY LEGAL DESCRPTION• Lot 28. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X". according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04/17/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by grophic plotl6q from Flood Insurance Rote Maps Provided by FEMA. No field surveying was performed by this Firm to determine this Zone. The exact zone location can only be determined by on elevation study. We assume no responsibility for actual flooding conditions concerning this parcel General Notes: 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 A" 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) 0 Denotes Permanent Reference Monument 2004 Herx & Associates Inc. All rights reserved ADDRESS: 230 VENETIAN BAY CIRCLE SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CPCLE as being S 89°5943-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book CIL Centerline PC Point of Curvature a Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing P Page CD Chord P.R.M.. Permanent Reference Monument C.M. Concrete Monument P/L P.O.B. Properly Line Point of BeginningEL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement FINAL EL. Elevation (Measured) p I Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R Radius I.R. Iron Rod RAD Radial Line L Arc Length RES. Residence LB Licensed Business R/W Right -of -WayLS. Land Surveyor TBM Temporary BenchmarkMeaMeasured TYP. Typical N/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Coriification: Not valid without the signature and the original raised seal of a FI Ada 1 nsed Surveyor, and Mapper Dr o n b y : AH This Ney ets the requirements of the Florida Mini um Technical Checked b y : OP Sfa anal a ntained in Chapter FI id A minisfralive Code. CERTIFIED TO; Pr e p o r e d For : MORR 1 SON61G17-6 CAROLYN McKENNA Job Number: 02-017-02 ACO. FIRST HORIZON HOME LOANS. CO. UNIVERSAL LAND TITLE. INC. Scale 1 - 30' Plot Ian 04-01-04 FIRST AMERICAN TITLE INSURANCE Performed: Foundation Survey: 06-17-04amA. Herx, P.L.S. Florida Regisf red La d Surveyor o. 3182 Final Survey: 10 - 27 - 04 Darae L. Przemieniecki, P.S.M. Registered Surveyor and apper No. 6030 Add Certifications: I 1 - 04 - 04 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 NOVOHerx & Associates Inc., State of Florida LB 4937 N V oo AY r CITY OF SANFORD PERMIT APPLICATION s Permit # : 0 Job Address: —0& 1 Description of Work: Historic District: CH- - Cl 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 vl** Commercial Industrial Total Square Footage: •6 Construction Type: GM U, # of Stories: # of Dwelling Units: Flood Zone: X_ (FEMA form required for other than X) Parcel #: 1? — / — D 6*02_ 0,000 -0q ,V0 (Attach Proof of Ownership & Legal Description) J Owners.Name & Address: / v" S/ S UrHHM(.G lffiNE M_ TC NlJ 3 S Phone: 4to7 6217M77 Contractor Name & Address; ! ffijk /' SOIJ J / ^ Qa/a/ ,GOi! 7 •7 State License Number: G I. JG. 4 t / q Phone & Fax: 6 OO7 0 O S/ (o Contact Person: 104A 6/7 Phone• 07 7b 40 Bonding Company: Nq ------ - Address: N GCE a,J Mortgage Lender. v4y t o Address: Architect/Engineer: o Or, p 1 y ? 7 2 Phone: f 7 Address: 437JkCe V—M—kO ,A/1 a/ R-U f— A 4 Faz 1 -t K - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installatit n N ommenced prior to the nsn t F " issuance of a permit and that all work will be performed to meet standards of ail laws rr"egul'ai7ng construction In tf is I risdichott [ derstand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS WELLS, PO FNCESB R , HEATE t$ : ANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information ig gtrL rate.aod.that ail work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO:RECORD A NOTIQFh OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe 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 p r 't is verification that I will notify the owner of the property of the requireme s f Florida Lien Law, FS 713. p^ J...- /L N N V 2 Signature of Owner/Agent ate Signa re of Contractor/Agent Dat a cv o d gt, Print Contracto y w 2 N $ Print Owner/ vz C Q s +a M a gggmo ¢ Signatur o ry-State of Florida ate Signature o otary-State of Florida D e Jo . 0"da: 0 o Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or °a.._ 4° ,• ° _ Produced ID /Ji _Produced I /V/4 i •• o WFD: r'APPL r ATION APPROVED BY: Bldglk— Zoning: Utilities: initial & Date) (Initial & Date) (Initial & Date) (initial &Date) Special Conditions: Q hh.cla c ,nc cal rr. coal 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 e- P—C P. 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 27 50 Cn LOT 28 A' GRADING 5.500 SO. FT. N 5.0 0 15.3' Z o O COV. v PAT I 0 v O nc Oo r-tiO r24. 7' O NASSAU 11 - 1561 O ° O ELEV. "A.B.0 & D- O D SINGLE FAMILY nm RESIDENCE VFIN. FL. ELEV:15. 8 V nm tmm M L o ZE m2 0 w n 6.3 i m O 40 W W 14.3' 19.3 O Ln o L2 LOT 29 CLANS REVIEWED 111 OF SANFORD 187.22' S 89° 9'43"W- 574.00' - - REFERENCED BEARING CIL VENETIAN BAY CIRCLE R/W) TRACT -F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION..- Lot 28. " 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 Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X according to the Flood Insurance Rote Map Community Panel Number 120289 0035E.Dated 04/17/95. City of Sanford, Community Number 120294) IN In OO P.C.P. \ SETBACKSMax Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 'Corner IS' 1 IMPERVIOUS 50. FT. _ 50 ' Minimum Lot Width 50LOT S0. FT. IMPERVIOUS AREA - 2.725 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r' Engineering. hc. Job Number 2001. General Notes: Legend 1. This is a BOUNDARY Survey performed in the field on PR 0 POS E D G Temporary Benchmark cvS Offset Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum) O.R. B. PIS Official Plat Book subsurface/aerial encroachments, if any, were located. BOW C/ sidewalk f osewBackPCCenterlinePointof Curvature 3. Buildingties shown are to the exterior unfinished foundation surface or formboard. A Central or (Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC Calculated P.C.P. Permanent Control Point Construction plans provided by the Client unless otherwise noted, and are shown C8 Chord Bearing PG. P.R. M. Page Permanent Reference Monument onlyto depict theproposed or actual difference in elevation relative to the assumed P 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 ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights -of -way of record whether depicted or not on this document. No search of the FINAL EL. Found Elevation (Measured) p, l. Point of Intersection Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation P. PTPR. Point of Reverse Curvature 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 RES Radial e Denotes %' iron rod with yellow plastic cap marked LB4937 or LS3182, or y p p L ArcLengthRES. Residence nc iron rod with redplastic cap, marked 'Witness Comer", unless otherwise noted. LB Licensed Business Rrw Rrgnto/ way O Denotes P.C.P. ( Permanent control point) LS. Mae Mae Land Surveyor Measured TBMTemporary Benchmark Denotes Permanent Reference Monument Nail and Disk TYP. f f Typical Fence symbol ( see drawing) 2003 Herx d Associates Inc. All rights reserved N.R. Not Radial X--X- Fence symbol (see drawing) Certification: Not valid withmr6IG17-6 and the original raised seal of a Florida licensed Surve This survey meets the requiris a Minimum Techni al fan s as contained in, Cida Adminlstrativr ode. Sketch of Legol Description l lrl(Ql This is not o Survey William A. Herx, P.L. S. Florida Regfsfere and Surveyor No. 3182 Darae L. Przemienieckl, P.S. M. Registerff Surveyor and Mapper No. 6030 William R. Herx, P.S. M. Registered Survd5,or and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot plan' performed: 04-01- 04 Foundation Survey: Final Survey: Revisions . J LIMITED POWER OF ATTORNEY DATE: I ]HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THEBUILDINGDEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED A'Or LOT NUMBER: a 8 SUBDIVISION: ADDRESS: !/ P_!'IP TT fjJ AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREKBAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR' S STATE REGISTRATION NUMBER) The foregoing instrument w s a7 w7led ed before me this DATE: , BY: MAR& BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA CHFRYL A. Li.' NIG COUNTY OF ORANGE. 11 Co 5206 TNIBSIONEXPN' Apr IS. 2'ue-5 SIGNATL44E OF NOTARY: NOTARY SEAL. M z Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL ' < d Back D 1 ensint>Ilr County , Aoprn v4 pro'rer NARCISSUS AVE 1.1.1rd F1. 12'?I GENERAL Parcel Id: 23-19-30-502-0000-0280 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 230 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 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 28 VENETIAN BAY PB 63 PGS 84 - 88 Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax If you recently purchased a homesteaded property your next year's property tax will be based on JusbMarket value. 1 of 1 4/8/2004 9:07 AM Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. MARYANNE MORSE, CLEF{ OF CIRCUIT COURT SEMINOLE CUXTY BK 05263 ptG 17550 CLERK' S 4 ,2004055€84 RECORDED 04/14/ 4 91:07:08 PM RECORDING FEES 6.00 RECORDED BY L McKinley CERTIFIED COP? WIAR Y ANNE MOPSH CLERK 10F CIRCi3IT C. 111a State of Florida. U] Y County of Seminole. APR 14 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 4? Q Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63,, Pages 84-88, of the public records of Seminole County, Florida. Street Address /{%% ,/ , -Sanford, FL 2. General description of improvements : New single family residence 3. Owner information : Name orrison Homes Address bN1 South bIall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-t1077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Hpt1 E1:._PrKI Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety N. A. 7. Lender: N. A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may 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 rec png. Date Signed: Signature of Owner's Agent, MAKEkI 13-Aw J_ / Swornto and subscribed before me this by Maria Lisa Steiner, who is personally known to me. D.kCLW MY COMMISSION t DD 214811 Signature of Notary: Notary Seal: * * EXPIRES: June 27, 2oO7 Sended7hN6udpetNWs4r a Permit # :CM b - J Job Address: _xt 6:yiEV Description of Work: 4' Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: CVI Permit Type: Building Electrical X_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS / 5 0 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: Owners Name & Address: t ` Attach Proof of Ownership & Legai'Descripdon) J4rAny, aAk L e n e 1M1MAI M Contractor Name & Address: 1-Q-It''5 ' ^ tl( W[1 (,: @ d Ca r( State License Number: b t- h 3"?rtiS1 ..ram - Phone &Fax: ontact Person:.;i_ QTSA} A Phone: G"' Ce Bonding Company: Address: Mortgage Lender: Address: Architeet/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme is of Florida Lien Law, FS 71 . Signature of Owner/A ent gDate St ature of Con r/ nt Date S' r e (%u t, Print Owner/Agent's Name Print Con or/Agent's Name T— ow Jennifer Almodovar My Cotm*slon DD2728% Signature of Notary -State of Florida Date Sign e f otary-State of Florida Expires December 07--2007 Owner/ Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/ Agent is Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 2-03-20d 12 : 59P1.1 FROM a8 P. 1 Permit # : 04 - el d 1 Job Addncss. a 9 1) \ 1 P n o CITY OF SANFORD PERMIT APPLICATION Date: 54 Description of WOdL-;y I 1al1 CIK. n Q f D A Ah Historic District: Zoning: Value of Work: Permit Type; Building Clectrical Mechanical Plumbing xf Fire Spdakkr/Alarm Pool Electrlcal: New Servioc — # of AMPS Addition/Alten6on Change of Savice Temporary Pole Mechanical: Residential Non•ResidentiM Rcplaoetttaitt Now (Duct Layout'dt &cW pale. Requited) Plumbing/ New Commercial: # of Fixnues 't of Water & Sewer Liner # of Gas Lines Plumbing/ New Residential: N of Water Closcts :a Plumbing Repair —Residential or Commar6al Occupancy Type: Resiticntial -)L,_ Commercial Industrial Total Square Footage: Construction Type: # of Statics: o(D Welling IlniU' Flood Zont: (FMA form roquMod for other thane X) Part< I M: Attica Proof of Ownerskip & Legal Deacrt dolt Coatrattor Name k Addresa: Hooding Company Address Mortgage t eadce Address: Arch lttIMEnglnt er: Addrtss: Phone; Application Is hereby Inade to obtain a permit to do the wort and installations as indicated. I con% that no work or installation has ooatmencod prior to the iuuamvofapermitandthatallworkwillbePerformedtomootthndardaofalllawsregulatingoonstructioninthisjtsriadictioaIunderstandthataseparatepermit must bc.aaured for ELECTRICAL WORK PLUMHINO, SIGNS. WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, ctc. kr.' l 6 1 v QWNER' S AFFIDA VIT: I certify that all of the fomgoint Infornurion is aaurate and that all work will be dono io compliance with all applicable Irlwrrr.SWatiug constructionendzoning. WARNING TO OWNER• YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RASULT IN YOUR PAYINf) TWICEFORtMPROVHMBNTSTOYOURPROPBRTY. IF YOU INTEND TO OBTAIN FINANCING, OONSULT WITI( YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE; In addition Ie the scquircmenu of tlus permit, them troy be additional restrictioat applicable ro this Properry tout may be found ice tho public records of Lhuscounty, and Ihcro may be additional potmits reyulmd from other govemmeual entities tech K water manatcmrnl districts, state egcnCiet, or federal agarteies. Acceptance of pertnit tion thus I wit coo of the property of the enquire of Florida Lien 711. Sign* re of Owner/Agent Date Signature of ContrsesodAgent Print Owncr/Agcm's Signature of Notary-Su(e of Florida Owner/ Agcnr is _ Personally Known ro Me or Produced 10 APPLICATION APPROVED BY: Bldg: Initial & Data) Spocisl Condi(ions`. Data ri t ontsiic'l' nt's i ENC ri>L-GRAVE MINIS 16 Date a e , to FOF Ft Bon ad hru Budget Notary Services ContrictorrAgcM il--01'enonally Known w Me or Produced Zoning:. Utilities: ED. Initial A Oats) (Initial h Dam) (initial & Date) fJ C Job Ft.Jdrem4 & ij€ y ,^a. 7 } satpta€ District., Vri'stlfia TYPC Buildi g l ct; Cal Rytea 7 3 R€aa aRri _ Fcfc rl -_- tn stat Rey darl s. i s i Rt of AMPE Chahgeof fmAln' r i t RI°aMta (i Residential iti7t 1-esidelatial R gPh--;ev€vjm- Near F ts; R yet a 4 e x C R .e tttredt) l mbRit 1 New R car taa rci-giR: f t csa Fixtures k 01 WRICT'A Seve 6' ram, Lints Via rhb1bevr 1FRoldc ati-fil: P o Closets 'iest lbi sac i ia9 c1t"Ea3n Zr E al Cl"Upaney Type: RCZW Wwj India vise TOW Negre Ffiotm e Cori tirutti t» rye: at s 2a ti no V, of Dweilllag W&LI : yme: (i EMA (OFF reOglr•e:d for ott)r r c&L) Pa sel (A tdaefi. FrWof 017aaenhip A Legal D"crap Louts) Owners f zme eg Addresa: 1r Phonw: Contractor Name Address: l)elrJ RVA?T rf1_.L ATD (''aAMI — -- lL9-L.CI>! lY M H Rl -P - S I REn T SU1T :a-iiM^ctF Lice g'!!m!'yQ r:hWdi - i oN B Phone & Fax: LAKE14 ARY FTl1RT e, r +`a. rll. / aFzfa a7 e /ty q s E 1 fP . -. Bonding Company: - - - Address. — Mortgage Lender: -- Address: AtchiteeJEngineer; Phone: . Address' - - Application is hereby . tad€ to obtain a p r, it to do the vvor k and installations as indicated. R certify ehai no work. or insWla6on has eontn renc:ed' prior to tile - issuance of a permitandthatallwork1,611 bs r to nrd to -rtevt gn-ndarels of all lasts rcgvla€ing cons£ uctton in this jurisdiction. 1 undentami tha£. a €epra aee pen -nit nnust. be secured for Er ECTP1CAL WORK, PLUMMB G, SIGNS, WELLS, POOLS, F-URIaACES, BOILER--, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFiDAV : I certify that all of the fotegoing info t tion is act u ate and iW, all work *ill be done in co"I Bane with all applicaIA( t%w:: rc j ,J;,ting eohstruction and zoning. W- Aitj+ itilG TO Oyrl —U YOM FAILURE tO `:CORI) A I40 ICE OF COJi i}14ENCE} fEi T P Y IL i. J7<1't' iJ l )1 <) •) TVvICr FOR tMPROyEi+/fli1TSTO ?OUR PROPERTY'. T_7 YOU E , hND TO OIL T Alma PPHANCF14G, COINS LT MITI -I YOUR LEINDER 6JR A)-,1 A 7ORNEY SEFOP FRECORDINGYOURNOTICEOFC01`4MENCEMENT. NOTICE: I,z addition to the• requirements of this Pertnit, there may be additional restrictions applicable to s rop that rmy be found in the public records of this county, and theremaybeadditionalprtisrequiredfromoche- govemtnenial entities such as , e, districts, s gencics; or fr.dr-:,- I Lencies. Acceptance of permit is verification that 1 Nell notify the ovmer of the property of the require nts of nda_Li . _L.aw 713. 2 ZOU StgnatureofOwner/Agent Date i aiur cactor/Agent Date RT G. DELLO RUSSO Print Owner/Agent's Name Pn i Contractor asent4 a JUL 1 2 2004 Signature of Notary -State of Flonda Date Signature of No_- -State of Flonda Date Owner/Agent is _ Pen; onall\. + Enon to Me or Produced lc APPLICAI ION APPROVED UY:{31dg Initial B Date) Contractor/Aee-.:. s,_ Personal( Known to Me or Produce :D Zoning. L„ ::a: FD: Initial cC Date) 7 (Initial & Date) (hvitia. D 7iCIJl bondmonsi MIRINDAC.TIERi ER j PJy C0MPHSSiq_Ni4 IUD 212693 EXPRES: jUrle 14, 2007 Bonded Thru Notary PL;NPc Underwriters satpta€ District., Vri'stlfia TYPC Buildi g l ct; Cal Rytea 7 3 R€aa aRri _ Fcfc rl -_- tn stat Rey darl s. i s i Rt of AMPE Chahgeof fmAln' r i t RI°aMta (i Residential iti7t 1-esidelatial R gPh--;ev€vjm- Near F ts; R yet a 4 e x C R .e tttredt) l mbRit 1 New R car taa rci-giR: f t csa Fixtures k 01 WRICT'ASeve 6' ram, Lints Via rhb1bevr 1FRoldc ati-fil: P o Closets 'iest lbi sac i ia9 c1t"Ea3n Zr E al Cl"Upaney Type: RCZW Wwj India vise TOW Negre Ffiotm e Cori tirutti t» rye: at s 2a ti no V, of Dweilllag W&LI : yme: (i EMA (OFF reOglr•e:d for ott)r r c&L) Pa sel (A tdaefi. FrWof 017aaenhip A Legal D"crap Louts) Owners f zme eg Addresa: 1r Phonw: Contractor Name Address: l)elrJ RVA? T rf1_. L ATD (''aAMI — -- lL9-L.CI>!lY M H Rl -P - S I REn T SU1T :a-iiM^ctF Lice g'!!m!'yQ r:hWdi - i oN B Phone & Fax: LAKE14 ARY FTl1RT e, r +` a. rll. / aFzfa a7 e /ty q s E 1 f P . -. Bonding Company: - - - Address. — MortgageLender: -- Address: AtchiteeJEngineer; Phone: . Address' - - Application is hereby . tad€ to obtain a p r, it to do the vvor k and installations as indicated. R certify ehai no work. or insWla6on has eontn renc:ed' prior to tile - issuance of a permit and that all work 1,611 bs r to nrd to -rtevt gn-ndarels of all lasts rcgvla€ing cons£ uctton in this jurisdiction. 1 undentami tha£. a €epra aee pen -nit nnust. be secured for Er ECTP1CALWORK, PLUMMB G, SIGNS, WELLS, POOLS, F-URIaACES, BOILER--, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFiDAV : I certify thatallofthe fotegoing info t tion is act u ate and iW, all work *ill be done in co"I Bane with all applicaIA( t%w:: rc j ,J;,ting eohstruction and zoning. W- Aitj+ itilG TO Oyrl —UYOMFAILUREtO `:CORI) A I40 ICE OF COJi i}14ENCE} fEi T P Y IL i. J7<1't' iJ l )1 <) •) TVvICr FOR tMPROyEi+/fl i1TS TO ?OUR PROPERTY'. T_7 YOU E , hND TO OIL T Alma PPHANCF14G, COINS LT MITI -I YOUR LEINDER 6JR A)-,1 A 7ORNEY SEFOP F RECORDING YOUR NOTICE OF C01`4MENCEMENT. NOTICE: I,z addition to the• requirements of this Pertnit, there may be additional restrictions applicable to s rop that rmy be found in the public records of this county, and there may be additional p rtisrequiredfromoche- govemtnenial entities such as , e, districts, s gencics; or fr.dr-:,- I Lencies. Acceptance of permit is verification that 1 Nell notify the ovmer of the property of the require nts of nda_Li . _L.aw 713. 2 ZOU StgnatureofOwner/Agent Date i aiur cactor/Agent Date RT G. DELLO RUSSO Print Owner/Agent's Name Pn i Contractor asent4 a JUL 1 2 2004 Signature of Notary -State of Flonda Date Signature of No_- -State of Flonda Date Owner/Agent is _ Pen;onall\. + Enon to Me or Produced lc APPLICAI ION APPROVED UY:{31dg Initial B Date) Contractor/Aee-.:. s,_ Personal( Known to Me or Produce :D Zoning. L„ ::a: FD: Initial cC Date) 7 ( Initial & Date) ( hvitia. D 7iCIJl bondmonsi MIRINDAC.TIERi ER j PJy C0MPHSSiq_Ni4 IUD 212693 EXPRES: jUrle 14, 2007 Bonded Thru Notary PL;NPc Underwriters t TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z22302A SupplyAddress1VENETIANBAY Address 2 LOT 28 a.ytOMLE 'company' Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION DBA General Building Design Information SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANSI/TPI 1 APOPKA, FL 32703 Design Loads 407-29 -1522 Roof: 37 PSF FAx: 407- 9-91,53 Floor: — Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 Or Building Designer: Seal D e: 07-Apr-04 Truss En neer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Sid. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 R2 R3 R4 a RS = R6 R7 R8 R9 R10 R11 R12 R13 R14 . R15 R16 R17 R18 R19 V1 V2 V3 H1 E1 C1 C2 C3 C4 C5 29 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 6[ G TIFIC,q' No. 42704 a* STATE OF Al PCs,• 0R10 • 7. 0, GI GI 7' 0' n N j G,4 AI P.18 GZGI G2 EI G5 G3 G3 R8 17 R6 4 0 R5 P.4 R3 1 g• 71 I' 8' O' 55 0' 24" 0' R2 DOL-D WALL TO 8' 0' PLATE HEIC+iT THEN KNEEWALL TO - o o" PLATC HEIGHT Flo O' PL. HT. RII 10' 7 I. F12 R13 G3 G2 7.0. 4' 0' RI9 C, n F15 RI9 D 3rn 22" 4' 17' SPAN 4' 2 GI Z13' GD CID RI6 R17 - 0' Gi GI CIZ rn 4" GI GI 120 6.J 9 3/16• HCLD TRVSSES T/ RAIhED HEEL'' 6' P DACr 1' ON DLOCK E 1/2 ON FMIE ALES . SMYTH L-UMDEF 60. F\OOF TFUS' DIVI`-)ION 2722 50UTH APOPKA BLVD" APOPKA, FL. 32703 407) 2qq - 1522 FAX (407) 2qq - g153 Engineering Gertifl(ate of Authorization q'L1,5 NOTE`; Fr I TFE BEEPER'S PESFCNSC>LITY TO VER Y TRJ55 P1-4C>=1.ENI PLAN AI•A " TRUSS PESKN PP.4'.1145S A6AH5T FIE D WDRIONS AN) DEf'6N INTENT IREFEREI k;E:',El TION (A7-II 41rW7I 1-M51 APPROVED NAbE nNT) ___---___—__ - 5ki'•F_D _____---------- DATE TRUSSE5 PART N'JT BE GUT OK 4LTEEEP N ANY k11AY W1IHOUT FRICR AUTHORIZAT!OLI IT'HMYTH 1"'S COXANY. 3) TRUSSES THAT ARE. CUT OR ALTERED NP,O 'THOJTAU-1471ZIN iM1, BE FCPAIREP 0' IX, REP ..ACED AT ORTMF_RS EXFENU E. q) DAO\GHAFCES OF ANY Kq D VLL TOT BE CO", PF7 P WRHOUi PPIL:. FtMET AND VTTEN ( CMENT DY W(TH TRU55 10i,V'N', DETAIL (x I) REFER TO HD N PEC01.lJF1 DA1101JS FOF HINRJ,, NSTALLAT04, AND TEI,ECKAPY BR46MI6) REFER TO EJC+EEPED DRATMA FOR RERP.!G EI•IT [)PA 45 PEC41P•EP 2) ALL TPU55E5 INCLW146 1"1R UNDER VALLEY FR4VIN61 Dl 7 F DE CCR.YLETELY PECKED OP REFEP• TO VALLEY 'rPUSS PETALS FOR ALTERNATE DPAW, REDLKEREIRS 3) ALL V4LLEY5 TO DE CCNVENTO[,ALLY FRAAEP BY DLLDER 4) NTErCF LOAP DE4FM `PALL, HANGER LEGEND ALL ROOF TRUSS H4116E15. TO BE 9W"' FiR26 OR USP IKANT-5A61 TI-M LNLE55 NOTED OTHErVl9, E" w 8' PL Tll HEI T - 19" 4' 6" 4' 14' 4' s 40' 0- The The TrussEngineer's seal, when applied, confirms the pplacement of the truss framing as it relates to the truss designs specific for this structure. Tf a truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss Iraminwand/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm system, shear wallsandstructuralelementstoresistlateralloadsfromwindand/or seismic activity is the responsibility of the building design professional. Additional approvai by the building William M. Ranieri PE design professional shall include, but not be limited to, design loading, lengths, profiles, FL Lie. No. 42764 pitches and depths, SIMPSON I USPKANT-SAG CA - HUS26 OR THD26 11) - HHUS26- 2 OR TH026-2 HHUS28-2 OR TH028-2 C0 - HHUS48 OR THD48 CD - HGUS26- 2 OR THDH26-2 l L - 1-IGUS28-2 OR THDH28-2 HGUS28-3 OR THDH28-3 3 - SUUR210 OR SKH21OL/R O - HGUS48 OR THDH48 Q - THA422 OR MSH422 THAC422 OR MSH4221F HUC410 OR HD410IF ai - THJA26 OR HJC26 11>R 15QN H01,1E, NAJOD : h `> AU III A. 6 G (1565) ZZZ3UZA R1) i 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/360 LIVE AND L/2.40 TOTAL LOAD. 5X6= MIJ. UWU FKLFAKtU FKUP1 (.VMFUltK IIAF'Ul (LUAU) 6, U1MLINJl Ulva/ Jun1-1.1Ilty nI P.Ir K. 120 MPH WIND, 14.32 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) l6d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 9-4-0 UAU— 1 — —1— 3X6(Al) 3X6(Al) 1-4-0 1-4-0 I 20-0-0 I- 20-0-0 _1 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 Criteria: TPI STD a OTY:7 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES R.EOUIRE EXTREME CARE IN FABRICATION.HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'O NOFR[O OR.. SUITE 200, MADISO N, WI 53119). FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERW SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED- STRUCTURAL PANELS, BOTTOM CH0R0 SHALL HAVE A PROPERLY ATTACHED RIGID C'E ILINO. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR OOUCTS. INC. SHALL NOT BE RESPONS ISLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BP.ACING OF TRUSSES. -THIS DESIGN CONFORMS WITH APPLICABLE OF NOS (NATIONAL DESIGN M M. Rw+ 1T' •'. IFIC • t No.42704 S STATE OF T C T C BC B !`, 1. L L D L DL I LL 20.0 7 10.0 O r 0 0 P S F P S F PSF P S F R E F R 3 5 2-- 6 1 9 6 0 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 DRW S TUSR352 02336120 S L T - E N G W M R SE 0 N 33584 _ 407-299.1 522 FAx: 407-299-91 53 OROVISI0N5 CONNECTO RSFIATI AREFMADEUBLIS OF 20GATASTMMA653 AGR 40RESTGALVAN DTEE LER E XC EPTI ASI NO TED ND , T APPL YA C ONNECTORS TO EACH FACE OF TRUSS. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS FER S O R10 .•j•`' r_•• n af V•~•••`', TOT. C D . 37.0 PSF D U R F A C. 1.25 FROM S D Y PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NAL - S P A C I N G 2 4. 0" J R E F 7 1RY" 3 5 2 ' 0 2 UCERTIFICATE OF AIITHOR24TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Feb 0 3 U. Z22302A - R2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (AT) 1-4-0 t 120 MPH WIND, 14.32 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. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 2X4 III env— 1111 ii —I - J A U = 3X6(A1) 1-4-0 ter CU-U-V GU -U -U 10-6 0 10-7-0 18-11-0 40-0-0 Over 2 Supports R=1561 U=478 W=8" R=1561 U=479 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE Lla OTY:2 FL - 1 - R - Scale=_1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M M R.q T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 6 1 INSTITUTE. 583 D'ON0FR10 DR., SUITE 200. HADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO . G ' IFjC4 !% T C D L 7. 0 P S F DATE 1 2/ 0 2/ 0 2PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED J . SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS IVISION `IMPORTANT.* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0.42704 a BC DL 10.0 PSF DRW SLTUSR352 02336145 F RODUCTS, 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 PROVISION; OF NOS (NATIONAL DESIGN : STA E QF B C L L 0. 0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAF ER ASSOCIATION) AND TPI. ALFI NE' •• 40407.29 -91 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 CALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO. S' p R,,pPjati T 0 T . L D . 3 7 . 0 P S F S E O N - 3 3 5 9 0 FAX: 407.299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERep•' + ` PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING vil/a\ D U R F A C 1 . 2 5 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U 5 E OF THIS I CERTIFICATE OF AUTHORIZATION #921U COMPONENIT FOR ANV PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FebU3 ANSIITPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1RY8352_Z02 CL,9UCA K3) I. Ji; 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 3X6 (Al) IHIJ UWb KKtf'AKLU,FKVM LUMKUILK 1NFUI (LUAUS & UIMLNJIUNJ) JUUM111LU dY IRUJJ MFK. 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/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 % 2.5X4 6 r 6 5 X 6 % 5 X 6 A) (A) 9-4-0 5X6— 5X10= 5X6= 3X6 (Al) 1-4-0 1-4-0 ry r I_ 19-0-0 _12-0-01 19-0-0 1 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a OTY:1 FL 1 R - Scale=.1875" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. IN AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M R, T C L L 2 0. 0 P S F R E F R 3 5 2-- 6 1 9 6 2 INSTITUTE. 583 D'ONOFRIO R. SU.IiE 200. MADISO N, W] 53719). FOR SAFETY PRACTICES PRIOR TO •/- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOf CHORD SHALL HAVE PROPERLY ATTACHED ,•0.TIP C4F T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY, A PROPERLY ATTACHED RIGID CEILING. 3`iG •• IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f ROOF TRussDiVi51oN PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j No. 42704 i BC DL 10.0 PSF DRW SLTUSR352 02.336121 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN 1 iT OF BC L L 0.0 P S F S L T - E N G _ / W MR 40.7-299-1 522 SPECIFICATION PUBLISHED BY, THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE . • CONNECTORS ARE MADE OF 20GA ASIM 1613 G1140 GAL,. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO A. 1 Pr• T O T. L D. 3 7. 0 P S F S E O N - 3 3 5 9 2 FAX: 407-299-9153 EACH FACE OF TRUSS, AND LIN LESS OTHERWISE LO CATEO ON THIS DESIGN. POSITION CONNECTORS PER 'jty[•.•,O R,O•• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING n/ QN1L` D U R . F A C . 1.25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS N CERTIFICATE OF AUTHORrZA-nON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1RY8352_ZO2 kLLC3UCH - K4) inla vivo rMCr—CLI FMUri CvrirUltK 1wrUl LLUAUO n U11-1-1—J) r. . TOP CHORD 2x4 SP #2 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #1 Dense :B3 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/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) 5X6= 5X6= 2.5X4 e- 5 X 6 6 r— 6 2X4# 5X6% 9-4-0 Vr, 1,VP B3 FVr= I Vr= 3X6(A1) 1-4-0 1-4-0 ty r I 17-0-0 I 6-0-0 I 17-0-0 _1 eE 40-0-0 Over 2 Supports ' I R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI-95 R Desi q n Criteria: TPI STD FL BLDG CODE OTY:l FL 1 - R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND M R T C L L 20. 0 P S F R E F R 3 5 2-- 6 1 9 6 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 NSTITUT E, 583 D'O NOFRIO DR., SU .( HANDLING 200. MAD ISO N. WI 53119), FOR SAFETY PRACTICES PRIOR TO ` 'A't F1+•' F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ' ( R'4%''; T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. R ING. tlG ;Y ROOF TRUSS DIVISION ';IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED St No.42704 : BC DL 1D.0 PSF DRW S TUSR352 02336122 PRODUCTS, INC. SNALL NOT BE RESPONSIBLE FOA ANY DEVI AT[ON FROM THIS DESIGN; ANY FAILURE TO * ; 771{{ 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APO PKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF rL, BC L L 0.0 P S F S L T - E N G / W M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMEAICAN FOREST AND FAFEA ASSOCIATION) AND TPI. ALPINE '.j Pj•(Vi •^ FAX: 407-299 9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. StEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •y A O.•• T 0 T . L D . 37.0 P S F S E Q N - 33594 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEP. /{' DRAWINGS 150 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING N L D U R . F A C . 1.25 F R 0 M R HPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 492 IQ COMFON EfIi FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '03 SPACING 24.0" JREF - 1RY8352 Z02ANSI/TPI 11995 SECTION 2. LZZSUZA .- Kb) - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC MIJ UWU FKC FA KtU FKUP LUI"IFUItK IHFUI (LVAU3 U. UIPILP31UI13) Juoru IICU D1 IRU I PIl I. 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) 2X-4 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/360 LIVE AND-L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 5X6 5X6 6 A) (A) 2X4111 5X8= 9-4-0 5X8= 2X4III 3X6(Al) 3X6(A1) 1-4-0 r I 15-0-0 I 10-0-0 I- 15-0-0 J 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 Criteria: TPI STD FL BLDG CODE a QTY:l FL - 1 R Scale WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M M R T C L L 20.0 P S F REF R 3 5 2-- 6 1 9 6 4BRACING. REFER TO IB-91 (HANDLING INSTALLING AND BRACING)., PUBLISHED BY TPI (TRUSS PLATE _ I N57ITUTE, 583 D'ON0FR f0 DR.. SUITE 200-, MAOISON, WI 53719). FOR SAFETY PRACTICESACiICES PRIORIOR TOA;:i tjFi 4 -e T C D L 7 . 0 P S F .DATE 12 /_0 2 / 0 2PERFORMINGTHESEFUNCTIONS: UNLESS OTHE% IS iN0ICA7ED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ( : ' y ROOF TRUSSDIYISION *`IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j' No.42704 A BC DL 10.0 PSF DRW SLTUSR352 023.36123 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION .FROM THIS DESIGN; ANY FAILURE TO 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES 'IN CONFORMANCE WITH TF I: OR FAB PICA YI G. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 - BRACING OF TRUSSES. THI5 DESIGN CONFORMS WITH APPLICABLE .PROVISIONS OF NOS (NATIONAL DESIGN ' STATE OF BC L L 0.0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION)' AND TPI. AL NE A L407-2991522 CONNECTORS ARE MADE OF 206A ASTM A653 E,R40 GALV. STEEL. EXCEPP AS NOTED. APPLY CONNECTORS TO S OR,Os..f/ TOT. LD . 37.0 PSF SEQN 33597 FAX: 407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ([f('•. PROFESSIONAL ENGINEERING DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V S/pNA1.E ' D U'R . F A C . 1.25 FROM R H RESPONSIBILITY SOLELY -FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TART TY AND USE OF THIS. LL CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER - Feb' 03 - SPACING 24. 0' JREF - 1RY8352_Z02 ANSI/TPI 1-1995 SECTION 2. LLC3UCA - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) inia uwu rn[rAmLu rnun L,vmruitn ir+rui LUNua q uin ivaivio] ouuniii u of inua nrn. 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 2X4III 5X6= 5 X 6 5X6 6 9-4-0 xa III 5X6= xR= Fvr,— 2x4 m 3X6 (Al) 1-4-0 1-4-0 I 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 Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE qNl T C L L 20.0 P SF R E F R 3 5 2-- 6 1 9 6 5 I NSTiTUTE, 503 D'ONOFRIO GR., SU fTE 200. MAOISO N, NI 63719), FOR SAFETY FR AC 7ICES PRIOR TO 't PI •'•• F ERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INO ICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G ; ROOFTRUSS IYISION — IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 222 L, f N0.42704 K BC DL 10.0 PSF DRW SLTUSR352 02336124 A PRODUCTS. INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722POPKA, L 327PKA BLVD. BRACING OFRUSSESTRUSSES. CONFORMANCE H ISDESIGNI CONFORMSOWITHA APPLICABLE PROVISIONS SHIPPING. OFNOS(NATIONALING AND O ESIGN s STATE OF ; B C L L 0.0 P S F S L T - E N G / W M R APOPN; A, FL 32703 407- 299.1 522 SPEC TFICAT[ON FUBLISHEO BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AN TPI. ALPINE S 0 R,pp:cV CONNECTORSAREMADEOF20GABASTA693GR40GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ^ y TOT . L D . 3 7 . 0 P S F S E O N — 33603 FAX: 407-299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC ATEO ON TH I: DESIGN, POSITION CONNECTORS PER 11, E` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ss iun D U R. F A C. 1.25 F R O M R H PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHONN. THE SU L TABILI TY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92Iq COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 '0 3 ANS17TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1RY8352_ZO2 L LLLSUCH - K/) + TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) I HIJ UWU FRI:FAR LU tKUM IUMf UItK 1NFU I (LUAU, & U1MtIVJ 1 UIVJ) 31JUPIIIIrU OT IKU-J rlrn. 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=I 5X6= 5X6= 2X4 2X4% 6 r —T 6 9- 4-0 5X8= 5X6= 5X8= 3X6 ( Al) 1- 4-0 1-4-0 11- 0-0 18-0-0 _1_ 11-0-0 _1 40- 0-0 Over 2 Supports R= 1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING'-'" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. I MPORTANT NC FURNISH A COPY OF THIS DESIGN 70, THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO RD- ep, VY ZiFirq '• trG SNO, 42704 ' T C L T C D BC DL L L 20. 0 7. 0 1D. 0 P S F P S F PSF R E F R 3 5 2-- 6 1 9 6 6 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 023.36125 SLT- ENG WMR 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299- 1 522 FAX: 407- 299-9159 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTNORRATION #9218 BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORN5 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SFECIFICA710N PUBLISHED BY THE AM ER IC 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 CONNEC T OR PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIL1iY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jf S STATE OF ; iV• Q`l n••n• •._ R,O.•••• vV ••, ••• Feb o3 ' U3 BC LL TOT. LD. 0.0 37.0 PSF PSF SEON 33601 D U R F A C 1 .2 5 FROM R H SPACING 24. 0" JREF 1RY8352_ZO2 LLC3UCA - Kd) 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/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) I niz, UWU VKtrAMtU rMUI'i l,Ui"IrUI tM IwrUI LLUHUJ a — I I LU i -11 120 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X6= 2. 5X4 = 5X6= 2.5X4 = 5X6= 2X4L 2 X 4 6 r 6 94- 0 IYA= 5X6= E vI— 'I 3X6 (Al) I 9- 0-0 I 22-0-0 _I_ 9-0-0 _I f 40- 0-0 Over 2 Supports '1 R= 1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE I alD 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M e T 1. L L 2 0. O P S F R E F .R 3 5 2 BRACING. REFERTOHIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE T INSTITUTE. 583 D'ONOFRINO THESE 0OOR., SUITE 200, MAD ISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO iFiC .jf/ S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOMSCHORDESHALLHHAVEERW SA PROPERLYE CDATTACHEDOP CORIIGIDACEILINGAVPROPERLYATTACHED .qr F T C D L 7. 0 P S F DATE 12102102 RooFTRussDMs10N —IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 •— BC DL 10.0 PSF DRW SLTUSR352 02336126 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND j B C L L O. O 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 (RATIONAL DESIGN : STATE OF 407-299- 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND iPI. ALPINE - % ( A tl,(j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R,O [•.•V T 0 T . L D . 3 7 . 0 P S F S E O N - 33605 FAX: 407- 299-9153 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 D U R F A C . 1 . 2 5 F R 0 M R H RESPONSIBILITY SOLELY FORTH TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS •- CERTIFICATEOFAUTHORIZATION#921COONEN4 A"SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 N 2 SPACING 24.0", JREF - 1RY8352_Z02 L-- — — -- — — ---- --- ----- - . - - -- - . - — -- -.-- -J LCC.5VCA - K7f TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense 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. III is urvo RCrI ELI Fn 11 6 rjruI CR irvrui Lwnu1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXIT 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. 'I DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X8= 2.5X4111 7X8= 2.5X4III 6 T2 A) A) T i 6 2.5X4III 8X8= 8X8= 2.5X4 III 4X6(A1) = 4X6(A1) 1-— C5 15-0-0 , I y I 7-0-0 I 26-0-0 I 7-0-0 ,I R=651 U=439 W=8" 40-0-0 Over 3 Support R=3887 U=2300 W=8" R=1637 U=1020 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE OTY:1 FL - 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 70 HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS ELATE NSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISO N, NI 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 FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE i0y; PRODUCTS. INC. SHALL NOT BE RESPAMC R4,- G '( IFI C;q d • 333 j NO.42704 tad6 T C T C BC L L D L DL 2 0. 7. 10.0 0 0 P S F c- P S F cPSF R E F R 3 5 2-- 6 1 9 6 8 DATE 12102102 S MYTH LUMBER CO. ROOFTRUSS IVISION DRW SLTUSR352 02336127 SLT-ENG WMR272POPKA, FPOPKA327O3 VD 407-299-1522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 ONSIBLE BRACBUILINGHE RUSS'SOFITRUSSESIN CO THISMDESIGNI C ONFORMSOWITHNAPPLICABLE PRODY ISIONSS OF NOS(NATIONALNG AND DESIGN SPECIFICATION PUBLISHED BY THE AM ERICA FORFOREST AND PA ER ASSOCIATION) AND TFL ALFI NE CONNECTORS ARE MA OF 20GA ASTM A653 GR40 C,ALV. 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 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 11 1 'STATE OF ..' LO R,O•• e.• w IWAL, Febb 0 3 ' 0 3 BC T 0 T LL L D . 0.0 37.0 cPSF P S F S E O N 33607 D U R . F A C . 1.25 FROM R H SPACING SEE ABOVE JREF 1RY8352_ZO2 tccwcrl - KiU) TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 9-4-0 9 1 111 Urv. 1 1VI-I1UICR III IV lL n o. LI.-1-1v—I -, u—I I I 1111 - iu11. 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 2X4III 3X10= 6X6= 2X4111 1-4-0 1-5-0 r ry 20-0-0 19-11-0 10-6-0 1 10-7-0 18-10-0 39-11-0 Over 2 Supports R=1569 U=481 W=8" R=1552 U=481 W=8" T 1-8-11 83D-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'0N0FRIO DR.. SUITE 200. MAD ISO N. WI 53'19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHOP.D SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1MPORTANT** FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NIT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO w4j iIFI ••• 2 No. 42704 1.p 1 j1 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-- 6 1 9 6 9 SMYTH LUMBER CO. ROOFTRUSS DIVISION DATE 12102102 DRW SLTUSR352 02336128 SLT- ENG WMR 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299.1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CON, O P, MA NCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFOP.MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAFER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRI GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF • V R10 r v W„•••...• ttt777777s/ At BC T 0 T. LL L D. 0.0 37. 0 PSF P S F S E O N A 33614 D U R F A C . 1. 2 5 Ff?<0 M R H PROFESSIONAL ENGINEERINGGERTIFICATEOF AUTHOR2ATON #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 COMPONENJ FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Y D Feb b 03 ' 03 SPACING 24.0" JREF 1RY8352_Z02 LCCSUCA - K11) - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W10 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 15.82 TC From 81 PLF at 15.82 to 81 PLF at 39.92 TC From 54 PLF at 39.92 to 54 PLF at 41.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.92 BC From 4 PLF at 39.92 to 4 PLF at 41.46 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 9-4-0 3 IHIS UWU PREPARED FRUM CUMPUIER INPUI (LOADS &'DIMENSIONS) SUBM111LL1 BY IHUJJ MFR. 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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/360 LIVE AND L1240 TOTAL LOAD II1:10 2.5X4= 5X6= 3X4= 111 8-0-0 1-4-0 1 1-5-0 , 13-11-8 7-1-0 y i 20-0-0 6-6-0 _ 105 T 19-11-0 14-3-0 T 19-2-0 39-11-0 Over 4 Supports R=589 U=406 W=8" R=827 U=436 W=7" R=1336 U=682 W=7" R=1020 U=528 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:l FL 1 - R - Scale=.1875" Ft - WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M /Q T C L L 20. 0 P S F R E F R 3 5 2-- 6 1 9 7 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'O NOFR IO DR.. SUITE 200. MA IS N. WI 53719), FOR SAFETY PRACTICES PRIOR 70 .t'FICw. PERT ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T / T C D L 7, 0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.f(J ROOF TRUSSDIYISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0.42704 BC DL 10.0 PSF DRW SLTUSR352 02336129 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 71. 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND "- B r L L D . D 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 OF ' 407-299.1 522 SPECIFICAT [ON 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 •• 4 Q R1CQ•'•f e. TOT . L D . 3 7.0 P S F S E O N - 33620 FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,t, "n•'`•.,,r,a, ;. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F AC . 1 .2 5 FROM R H RESFONSIBI LIT SOLELY FOR THE TRUSS COMPONE N7 DESIGN SHOWN. THE SU i TABILI TY AND USE OFTHIS CERTIFICATE OF AUTTIORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Feb 03 a SPACING SEE ABOVE JREF - 1RY8352_Z02 r- LZZSUZA - K1Z TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3 2x4 SP #2: Rt Wedge 2x8 SP #1 Dense: I MIZl UKU rrt CrM rrt uri-vrirul Em 11 .I k-u, ,,, i , -,/-u -- 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4111 5X4= 13-0-0 9-4-0 2X4 (A1) LA"III 2.5X4 401F 13-11-8 , I 1 4y1tayo 14-10-0 7-6-0 14-3-0 8 1-0 22-4-0 Over 3 Supports - R=597 U=367 W=8" R=767 U=375 W=7" R=451 U=344 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:2 FL 1 R - Scale =.25" 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 Z00, MAD ISON, WI 53719). FOR SAFETY PRACTICES FP.IOP. 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 RA _ Q FIC'gj.: FjG :_ l NO'42704 E4 T C T C BC L L D L DL 20.0 7 10.0 0 P S F PSFF PSF R E F R 3 5 2-- 6 1 9 7 1 DATETE 12102102 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02336130 S L T E N G / W M R2722SOUTH L 327PKA BLVD. AaoalvA, FL 32703 407-2991522 FAx: 407-299-9153 AND BPACDINC.HOFTTRUSSES. CONFOR THIISFiDESIGNICONFORM50WITHAAFPLICABLE PROVISIOHSSOFFNOSGINATIDNILI0ESIGO SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC IAT)ON) AND TPI. ALPINE CONNECTORS ARE MADE OF 20f,A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NO TEO. APPLY CONNECTORS TO'•.,•.. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF • S O R10p' B C TOT.LD. L L 0. 37.0 0 P S F PSF SEQN 33628 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #921 DRAWINGS 160 A-Z. THE SEAL ON THIS DP.AWINh INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENA FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. NALE F e b 03 '0 3 SPACING 24.0 J R E F 1 R Y 8 3 5 2_Z 0 2 LLL3ULA - K13) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 7.42 TC From 81 PLF at 7.42 to 81 PLF at 22.33 TC From 54 PLF at 22.33 to 54 PLF at 23.80 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 22.33 BC - From 4 PLF at 22.33 to 4 PLF at 23.80 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= IH1J UWU FKtHAKtU rKUM LUMFUILK 1RYU1 (LUAU) Fi 1J1MtI4J1U143) 3U Dili IIUJ DI InuoJ rir n. 120 MPH WIND,,13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG,SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 13-0-0 9-4-0 2X4 (A1) = 2. 5X4 4 01 _ )1-4-y)1y13-11-8 L. 14-10-0 zl_ 7-6-0 _I 14-3-0 8-1-0 22-4-0 Over 3 Supports R=633 U=368 W=8" R=1004 U=582 W=7" R=579 U=346 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:1 FL - 1 - R - Scale 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 eM Rryw T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 2 INSTITUTE, 583 D'ONOFRIO DR.. SU i TE 200. MADISO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO ----vv```',.•••F1 w'IFERfORM[NG THESE FUNCTIONS. UNLESS OTHERN ISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED `Y;' IF C," T '• ,/ T C D L 7 . O P S F D AT E 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 fV r IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Eg ROOF TRUSSDIYISION PRooutrs. [xc. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f No.42704 I. BC DL 10.0 PSF DRW SLTUSR352 02335131 2722 SO17TH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TF I; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND APOPKA. FL. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S B C L L D. D P S F S L T- E N G / W M R SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND FAFER ASSOCIATION) ANO TPI. ALPINE STATE OF • 407-299-1 522 CONNECTORS ARE MADE OF 20f,A ASTM ;A653 GR40 GALY. STEEL. EXCEPT AS NOTED. AFFLY CONNECTORS TO S ` FAX: 407.299-9153 . O R10,.•• TOT . L D 37.0 P S F S E 0 N - 33631 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 `•`r ONAt' D U R F A C 1.25 FROM R HPROFESSIONALENGINEERINGRESFONSIBIL[TY SOLELY FOR THE TRUSS CO HPONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS N CERTIFICATE OF AUTHORIAIION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb0.i ANS17TPI 1-1995 SECTION 2. SPACING SEE ABOVE JREF - 1RY8352_ZO2 r Z22302A - R14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4 0-6-11 F 2.5X4 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. Ll1-4-Oy 9-3-0 I 9-8-0 _1 18-11-0 Over 2 Supports J R=689 U=202 W=3" R=792 U=288 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 FL - 1 R - Scale =.375" Ft.. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND / Q T C L L 2 0. 0 P S F R E F R 3 5 2-- 6 1 9 7 3BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED RY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MAD (SO N, WI 53119), FOR SAFETY TRACT IC ES PRIOR TO 'jIFI(''•. F ERE0RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 3 "9.'. CA T C D L- 7.0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. =fG ROOF TRUSS DIVISION "` IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 1 BC DL 10.0 PSF DRW SLTUSR352 02336132 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA E3LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND n APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' STATE OF ; BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAP ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OR •• / TOT . L D . 3 7-. 0 P S F S E O N - 3 3 6 3 3 FAX: 407.299,91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n c DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGv4 D U R. F A C. 1. 2 5 FROM R H PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 'u. ANSI/ TPI`1-1995 SECTION SPACING 24.0" JREF - 1RY8352 Z02 L_ LLLSULA - K15) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= I MI,) UWU rttlr AKCU rmum L.VPIrUItK 11YYU1 (LUAU,) N UIPILIVJIU1131 OUDrLII ICU DI IRUD i 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 2 X 4 6 I— I 6 8-0-0 5X6= 2X4(A1) = 2X4(A1) _ 1-4-2;2j I 9-8-0 I 9-8-0 _I 19-4-0 Over 2 Supports - R=796 U=282 W=8" R=796 U=282 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 - R - Scale=.3125" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M ! BRACING. REFER TO HIS-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 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53119), FOR SAFETY PRACTICES PRIOR TO t'FICw• / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNALL HAVE PROP ERLY ATTACHED 3f• '4.•:F T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. RooFTRUSSDIVISION *IMPORTANT'' FURNISH A COPY OF THIS DESIGN TO THE -INSTALLATION CONTRACTOR. ALPINE ENGINEERED 222 : No.4m_4 g BC DL 10.0 PSF DRW SLTUSR352 02336133 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 A APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE FP.OVISIONS OF NOS (NATIONAL DESIGN i STATE OF :• BC LL -- 0.0 PSF SLT-ENG /WMR 407-299.1 522 SPECIFICATION FUBLI SHED BY. THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE rC` PAP b I FAX: 407.299-9 1 53 COINECTORS ARE MADE OF 20GA ASTM A653 GRID GAL,. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO Q R O .• a/ T 0 T . L D . 37. 0 P S F S E O N - 33635 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •••//~/ c PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V VNA` 4 D U R . FAC - 1 . 25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTFICATE OF AITTHORFLATON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 'os SPACING 24.0" ,)REF - 1RY8352_Z02 ANSI/TPI 1-1995 SECTION 2. Z22302A - R16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4(A1) _ 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5X4= 5X4= 2X4 2X4% 6f 1 6 8-0-0 xi n 2X4(A1) _ 1-4-0 L1-4-(l I 9-0-0 _I1- 4-0_ _I_ 9-0-0 19- 4-0 Over 2 Supports R= 796 U=280 W=8" R=796 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 - - R - Scale=.3125" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPi (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO R. SUITE 200. MAD N, NI 53719). FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPER LI' ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. VJ ••" "" YYY; Q FI C,w,•. / w4 y 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-- 6 1 9 7 5 S MYTH LUMBER CO. DATE 12102102 _ DRW SLTUSR352 02.336134 ROOFTRUSSDIVISION2722 SOUTH APOPKA EILVD. APOPKA. FL 32703 407- 299-1 522 FAX: 407-299-9153 PROFESSIONAL ENGINEERING IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND iPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t NO•'42704 6 1 tiSTATE OF ;• c S.f r n, •`•... .... Vs%/ p BC BC TOT. DL L L L D . 10. 0 0. 0 37. 0 PSF P S F P S F S L T- E N G / W M R S E 0 N 33637 D U R . F A C . 1.25 FROM R H SPACING 24.0" JREF 1RY8352 7.02 CERTIFICATE OF AUTHORIZATION!#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN5I/ TPI*1-1995 SECTION 2 Feb 0,j LLLSULA - Kl/) HlJ UWG PHILF'AHEU EKUM LUMF'UILK 1NFUI (LUAU) G U1MLN11 )IUNJJ JU LSM111LU tlY IKUJJ MYK. TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 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. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X4= 6X8= T2 6 F— 1 6 8- 0-0 7X6= 2.5X4III 3X6( A1) = 3X6(A1) l- 4-L1-4-0 L< 7-0-0 _i_ 5-4-0 _1_ 7-0-0 _I 19- 4-0 Over 2 Supports R= 1460 U=602 W=8" R=1460 U=602 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R - Scale=.3125" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M e T C L L 20. 0 P S F REF FR 3 5 2-- 6 1 9 7 6 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'I"A1y-6 NSi] 1UTE, 583 D'ONOFR IO DR.. SUITE 200, MAD [SON. NI 63719). fOR SAFETY PRACTICES PRIOR 10 'V F1 C6 Vie T C D L 7 . 0 P S F D AT E 1 2 / 0 2 / 0 L PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED • -T [` y ISMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' V A:0 1S Ei00FTRU55(VISION " IMPORTANT"* FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.42704 3 n BC DL 10.0 PSF DRW SLTUSR352 02336135 F RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO .l 1 2722 SOUTH APOPKA BLVO. ' BUILD THE TRUSSES IN CONFORMANCE KITH TF1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 7C i 7f B C L L 0.0 P S F S L T - E N G / W M R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DEI N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407-299- 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ' O R,Q ,`• TOT . L D . 3 7.0 P S F S E 0 N - 33639 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 ss NA D U R F A C 12 5. FROM R W 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. Feb 03 ' u SPACING SEE ABOVEI JREF - 1RY8352_Z02 LCC3V[H - K1Z9) 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5 X 4 =— I ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 6(- 6 9-4-0 2 X 4 III 2 X 4 III 3X4(A1) = 3X4(Al) L<1-4-Oy L<1-4-OY I 7-0-0 _1_1-4-0_1_ 7-0-0 _I 15-4-0 Over 2 Support R=1103 U=559 W=8" R=1103 U=559 W=8" PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:l FL - 1 R - Scale =.375" Ft. WARNING- TRUSSES REQUIRE EXTRE11E CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND e _ BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L, 2 0. 0 P S F R E F R 3 5 2-- 6 1 9 7 7 fiSTITUTE. 583 D'ONOFR(0 DR.. SUITE COO. MADISO H, WI 53719). FOR SAFETY PRACTICES PRIOR TO p't lFl (•'•.• PEERE RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PRO FE RLY ATTACHED (j--7JN••`i T C 0 L 7. 0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' ROOFTRUSSDIVISION " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 ' BC DL 10.0 PSF DRW SLTUSR352 0233613r F RODUCTS. INC. SHALL NOT BE .RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN: ANY FAILURE TO * 1 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TF1; OR FABRICATING, HANDLING. SHIFPI Nf., INSTALLING AND 7f7[ APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE O*F:*am-BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE d` yCONNECTORSAREMADEOF20GAASTMA653GP.40 GALV. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO •.4O R1OTOT. LD. 37.0 PSF SEQN - 33611 FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERVP DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING QlUN " D U R . F A C . 1.25 F R,0 M R H PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AN O USE OF THIS CERTIFICATE OF AUTHORIZATION #9219 COMPONENj1FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F Q b 03 '03 ANSI/TPI SPACING S E E ABOVE, J R E F - 1 R Y 8 3 5 2 Z 0 2 1995 SECTIONZ kLLLJULH - ttl7) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1#1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X4= IM13 UNU rKLrAMCU rMUPI I.0 PIr U]Ctt 111E UI LLU81J3 1A U 1PIC NZ, I UI13) 3UDPIII ICU DI IRU33 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6(— 6 9-4-0 3 X 4 111 3X4 (Al) = 3X4 (Al) L<1-4-0Y L<1-4-0Y L_ 7-2-0 _1_ 7-2-0 _I 14-4-0 Over 2 Supports ' 1 R=1066 U=550 W=8" R=1066 U=550 W=8" PLT TYP. Wave_TPI-95 R Design Criteria: TPI STD FL BLDG CODE la 0TY:1 FL 1 R - Scale =.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION.' HANDLING, SHIPPING, INSTALLING AND T C L L 20. 0 P S F - R E F R 3 5 2-- 6 1 9 7 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IY INSTITUTE. 583 O'ONOFRIO OR., SUITE 200, MAD ISON. NI 53719). FOR SAF EIY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OiHERHiSE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED F1C,q' T C D L 7 .0 P S F DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jG %;•..1 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOFTRussDlvlsioN i No.42704 I BC DL 10.0 PSF DRVI SLTUSR352 02.3.36137 F RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STA E OF ,r°C BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMEP. ICAN FOREST AND PAPER ASSOCIATION) AND TP[. ALPINE t A CONNECTORS ARE MADE OF 20GA ASTFI A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ` / I T 0 T . L D . 37. 0 P S F S E 0 N - 3 3 6 4 1 FAX: 407.299-9153 /s ii 0.•a EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PROFESSIONAL ENGINEERING DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING . D U R . F A C . 1 . 25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUT}IOREIATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 03 SPACING S E E ABOVE J R E F - 1 R Y 8 3 5 2_Z 0 2ANSI/TPI 1-1995 SECTION 2 k/eeJUCA - H1) TOP CHORD 2x4 SP #2 BOT CHORD.2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 l< 1-10-10 -1-- 9-11-9 9-10-1 Over 3 Supports R=401 U=318 W=11.314" I M1J uNu YMCrNRCU 11-1 6UrirUItK iIIVU1 LLUHUJ G V11"IL IVJ1VnJ/JUUIi n - 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 6-11-8 SETBACK JACKS WITH NO WEBS. 11 6 4 R=237 U=27'8 3-9-15 0 R=312 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE aLa 0TY:7 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M. e T C L L 2 0. 0 P S F R E F R 3 5 2-- 6 1 9 7 9BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'iryA INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MAOISON, NI 53719). TOR SAFETY PRACTICES PRIOR TO IF Cw .: I, T C D L 7. 0 P S F DATE 12102102REERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE 1N0IC 0.TED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ;' -T P SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.*y$ RooFTRussDrvlsloN `" IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t N0 4'j704 ' F BC DL 10.0 PSF DRW SLTUSR352 02335138 PRODUCTS. -INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i STATE OF ;•4 BC LL 0.0 PSF SLT-ENG /WMR 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 A f FAX: 4- 299.1 2 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO O R1O s,•' T 0 T. L D. 37. 0 P S F S E 0 N - 33643 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON TN IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `ps n a`E D U R . F A C . 1 . 2 5 F R,O M R HPROFESSIONALENGINEERINGRESPON5181LITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHONN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUT14ORRAT10N #9218 COMPONENT FOP, ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 0 3 SPACING S E E ABOVE J R E F - 1 R Y 8 3 5 2 Z 0 2ANSITPI 1-1995 SECTION 2 LZLSULA - LI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 LROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L1-4-0-,'E 7-0-12 _ I 7-0-0 Over 3 Supports R=363 U=251 W=8 K1J UWU.YKt F'AKtU FKUM UUMNUILH 1NFUI (LUAU) 5 U1MLNJ>I M)) JUISM111tU tSY IKUJJ MtK. 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/360 LIVE AND L/240 TOTAL LOAD. 1 R 1063 U=180 3-10-3 R=703 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:16 FL 1 R - Scale =.375" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'O NOFRIO DR.. SUITE 200. MADISON, WI 53710), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT", FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE. RESPONSIBLE FOR. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TF 1: OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO FAFER ASSOCIATION) AND TPI. ALPINE GR 40 C,ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH CONNECTORS ARE MADE OF 20GA ASTMOA6.53THERWISEEACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER J".•••'••• 7i/i_ y LAtIFI•• Av 7 [ A 27 No.42704 %. Q3,s STATE OFVS: P'vQRtO ••f_` n ••.••w .. r T C T C BC BC TOT L L D L DL L L AD. 20.0 7.0 10.0 0.0 37.0 P P PSF P PSF S F S F S F R E F R 3 5 2-- 6 1 9 8 0 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 a07-2999 -91FAX: 407-299-9 1 53 DATE 12102102 DRW SLTUSR352 02336139 S L T - E N G / W M R SEON 33659 D U R F A C 1.25 FROM S D YPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS ORAWINf, INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U SE OF THIS vSl71 M` CERTIFICATE OF AUTHORmAT ON #9218 COMPONENT FOP. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb0 3 SPACING 24.0" JREF 1RY8352_ZO2 Z22302A - Cl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F- 04 9U 1804 9-4-0 2X4(Al) L<1-4-0 1-0-12 1-0-0 Over 3 Supports 7-7 R=247 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:14 FL 1 R - Scale =.375" Ft. WARNING*. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INAND a\ M b T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 1 BRACING. REFER 70 HIO -91 (HANDLING RISTALLING AND BRACING), PUBLISHED OY TPI (TRUSS PLATE l ii INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MAD ISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO -t Ff2I- . PERFORMING THESE FiINCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ; ! 'QT : T C D L 7.0 P S F DATE 12/02/02 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILINf.. iV F 0— ROOFTRussDtvtstoN — IMPORTANT" FURNI5H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 v BC DL 10.0 PSF DRW SLTUSR352 02336140 I PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .l 2722 SOUTH APOPKA BLVD. BUI LO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING.. SHIPPING. INSTALLING AND li BRACSPECING OF TRUSSES. THIS DESIGN CONFORMS WITH AFPLiCABLE PRO4ISIDNS OF NDS IN DESIGN iL STATE OF BC L L 0.0 P S F S L T - E N G / W M R APOPKA, FL32703 ` 407- 299-1522 CONNECTORSFI ATIAREPMADESOFD20GATASTMMA653AGIC NR40RGALV. STEEL, EXCEPTT AAVERASIASINOTED. T1.APPLYAC0 NECTORS TO S f v TOT . L D. 3 7. 0 PSF S E Q N - 33648 FAX: 407- 299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y R. nnnn 0, G PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING vv Vl v OUR.FAC. 1.25 FROM RH P.E SFONSI BILiiY SOLELY FOR THE TRUSS C0MF0 NENT DESIGN SHOWN. THE SUITAOILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #'9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 03 SPACING 2 4. 0 " J R E F - 1 R Y 8 3 5 2 Z 0 2 ANSI/TPI'l-1995 SECTION 2 — LLCJULH - l,L TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1(4 i - 10 U=180 1-10-3 9_14-0 R=23 U=180 L<1-4-0-,l< 3-0-12-->j . 3-0-0 Over 3 Support R=234 U=198 W=8" M1J UWU F'KtYAKtU I-KUM LUMF'UItK INKUI (LUAU) n UIMt J 1UNJ) JUtSM111tU 8Y IKUJJ MtK. 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=b.O PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:13 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'ONOFR IO OR.. SUITE 200, MADISO N, NI 53719). FOR SAF EiY PRACTICES PRIOR TO STRUCTURAL PANELSFUBOTTOMS- ORDESHAOLLHHAVESA PPOPERLYDAT7ACHEDORDIGIDACEILINO. PROPERLY ATTACHED IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO GUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN M. Ai1A7/j-/ t!FICw VafGf7 C S F NO. 42704 1 1 : 7C 7i STATE OF % L I T C T 1 BC BC L L D L DL LL 20.0 7.0 10.0 0.0 P S F P S F PSF PSF R E F R 3 5 2-- 6 1 9 8 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 DATE 12102102 DRW SLTUSR352 02336141 SET- ENG /WMR 407-299.1 522 FAx: 407.299-91 53 RE FI ATCONNEC70RSIAMAONDESOFD20GATASTMHEAMERICA653AGR40R GAL V. STEEL. EXC E PTI ASIONNO TED. TPI A P PL YACO N NECTORS TO LPINE EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i `•• VOR10 • TOT.LD. 37.0 PSF SEQN 33650 D U R JAC. 1.25 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1 6 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 SECTION 2 F e b 03 ' U SPACINGANSI/TPI 24. O" R E F 1 R Y 8 3 5 2 Z 0 2 Z22302A - C3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 6 R=108 U=180 2-10-3 2X4(A1) L<1-4-0r-- -5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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/360 LIVE AND L/240 TOTAL LOAD. LT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE TY:13 FL 1 R - Scale =.375" Ft. WARNING- TRUSSES REQUIRE EXTRE14E CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND B P.ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE e • V- T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 3 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MAOISOH, WI 53719). FOR SAFETY PRACTICES PRIOR TO F ERFORMINC THESE FUNCTIONS. UNLESS OTHERWISE IIIO ICATE D. TOf CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNC. SRODUCTS. IHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO v .• p••F.,4 '• 3`4`4'- cn F NO.4•1704 1 iiii7C T C BC D L DL 7. 0 10. 0 P S F PSF DATE 12102102 SMYTH LUMBER CO. ROOFrRUSSDIVISION DRW SLTUSR352 02336142 S L T - E N G / W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299.1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN FI ATI ARE EFMADE OFUBLISD20f,A TA Si MHE AI^A653AGR 40R[A VAXD STEEL. RE EXEFTiASINOTON)ED ND TAPFL YAC ONNEC TORS TO CONNSPECECTORS44i STATE OF V 4O R10• S BC TOT. LD. L L 0.0 37. 0 P S F PSF SEON 1 33652 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER lop D U R F A C . 1.25 FROM S D Y PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORRATION #921E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONS SIBIL[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A NSIITPI'1-1995 SECTION 2. Y1I Aii- F e b 03 ' 03 SPACING 24.0 O J R E F 1 R Y 8 3 5 2 Z 0 2 LZZSUZA - U4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 f +1T10 4 R-70 1-10-3 0 R=29 U=200 2X4 (Al) L<--3-0-12-->j 3-0-0 Over 3 ',upports R=123 U=200 W=8" I H I J UNU FNtrAKtU FRUM I.UMFUIth INFU I (LVAU3 6 UII"1 LIN31 UIN3I 31JDMII ICU DI 1mu33 PIrM. 100 MPH WIND SBC 'or 120 MPH ASCL 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND. BC DL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 FL 1 R - Scale =.375" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M• e T C L L 2 0. 0 P S F R E F R 3 5 2-- 6 1 9 8 4 8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 'I INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD ISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO p t'FI C•.••/L PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HA YE PROPERLY ATTACHED : `4• qr•• ( T C D L 7. 0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. AlG ROOF TRUSS DIVISION "I MPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1f NO Il'1]014 v BC DL 10.0 PSF DRW SLTUSR352 02336143 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO DX 2722 SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 7C APOPKA, FL 32703 BRACING OF TRUSSES. THIS DES IGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN gT OF = B C L L 0 . 0 P S F S L T - E N G / W M R 407-299- 1522 SF EC IF IC AT ION FUBLi SHED BY IHE AMEN ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE•• A•: L FAX: 407. 299-91 53 CONNECTORS ARE MADE OF 20GA AST11 A657 GR40 GAL4. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO O R,Os•. V TOT. L D . 37.0 P S F S E 0 N - 33654 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 INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S'/QNAL D U R . F A C . 1 .25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COI MP ONE DESGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE0FAUT"0RFIATI0N4t9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 ANSI/TPI 1- 1995 SECTION 2. SPACING 24.0" JREF - 1RY8352_Z02 L. Z22.302A - C5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11-10-4 6 1— R=121 U=180 2-10-3 A - 0 R=53 U=180 2X4(Al) 5-0-127> 5-0-0 Over 3 Supports R=196 U=180 W=8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 10.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL 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'O NOFRIO DR., SUITE 200. MAD ISO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION *" IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F P.ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR Ali 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 BA ACING OF TRUSSES. THIS DESIGN CO NFORIIS WITH AP FL (CABLE PROVISIONS OF NO (NATIONAL DESIGN 407-299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAPEA ASSOCIATION) AND TPI. ALPINE C ONNECi0R5 ARE MADE OF 20 GA ASTM A653 GP.40 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 DRAWINGS 160 A-Z. THE SEAL ON THIS OR AW ING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RE`.PON SIBI LITY 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. ODE u p,- 0TY:1 AZIFIC4 F i No.42704 STATE OF = a Feb 03 '03 FL/-/l/-/-/R/- TC LL 20.0 PSF TC OL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R352--61985 DATE 12/02/02 DRW SLTUSR352 023 36144 SLT-ENG WMR SEON 33657 FROM RH JREF 1RY8352 ZO2 LZZSUZA - VI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS,.L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2X4 III 6(- 2 X 4 III D1) 10 9-10-3 2 X 4 III 2 X 4 III 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 HIN UWb FXLFAKtU FKUM LUMKUILK INKUI (LUAU) 6 UIMLNV,IUNV)) JUtSMIIItU by IKU-,J MYK. 120 MPH WIND, 11.66 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL - l R Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOP.D 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 RESPONSIBLENSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R,G-_ Vf/ p'>1 FIcw'•• - V J••: l NO. 42704 T C T C BC L L D L DL 20.0 7.0 10.0 PSF P PSF S F REF R 3 5 2-- 7 8 2 0 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2 / 0 3 / 0 3 DRW SLTUSR352 03034325 SLT-ENG WMR2722SOUTHAPOPKABLVD. FL 32703 407-299-1522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE Wi TH TPI; OR FABRICATING. HANDLING. SHiPPIN G. INSTALLING ANDAPOPKA, BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN 'OR EST AND PAPER ASSOCIATION) AND TPI. ALPINE ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THISDESIGN, POSITIONCONNECTORS PER STA C CONNECTORS JR10t," TOT BC LL LD. 0.0 37.0 PSF PSF SE0N 39894 1.25 FROM SDYPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THESEAL ON THIS DRAWING INDICATESACCEPTANCE OFPROFESSIONAL ENGINEERING- RESPONSIBILITY SOLELYFOR THETRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 1-1995 SECTION 2 DUR.FAC. F e b 03 03 SPACINGANSI/TPI 24. 0 r J R E F 1 R Y 8 3 5 2_ Z 0 2 r- Z22302A - V2) I TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2X4 III 6 D1) 10-10-3 2 X 4 III 14-8-0 Over Continuous Support I R=74 PLF U=39 PLF W=4-8-0 imiz, URU rRCrAmru -mvim uumruitK IINrUI LUAU3 iH Uil-CPIDIUIV3) DUDIIII ICU 01 Imu33 mrK. 120 MPH WIND, 12.16 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLI NG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAD ISO N, NI 53719), FOR SAFETY PRACTICESACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE FIR RLY 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 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTO P.S FER R FI •''/., 4J.• FVv l N0.42704 e n STATE OF : 5, P y O R,O,• C' p'r ONpLE T C T C BC BC T 0 T L L D L DL L L L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P SF P S F R E F R 3 5 2-- 7 8 2 0 2 S MYTH LUMBER CO. RooFTRUSSDIY1910N 2722 SOUTH APOPKA BLVD. APOPKA• FL 32703 407-299-1 522 FAX: 407-299-91 53 DATE 0 2 0 3 0 3 _ DRW SLTUSR352 03034326 S L T E N G / W M R S E 0 N Ir 52191 D U R F A C . 1.25 FROM S D YPROFESSIONALENGINEERING CERTIFICATE OF AUTHOREZATION 41,9218 ORANINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGRIEERING 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 C-1995 SECTION 2. Feb os 'u3 SPACING 24.0" REF 1RY8352_Z02 I L LLC3UCH - V.3) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 r-- 2 X 4 III 2X4 (D1) 11-10-3 2 X 4 III 2-8-0 Over Continuous Support R=74 PLF U=68 PLF W=2-8-0 i nia urvu r—r—Lu rnvn vvnrui un iir rui Luvnuu a U111-y ivno% 120 MPH WIND, 12.66 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 r BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R - Scale =.375" Ft. WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IFIPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNC RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A613 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M e 7 QtFI(' 4/ clo f N0. 42704 : 7` s STATE OF .S Om r_ ( 7•~••• E T C T C BC B C T 0 T L L D L DL L L L D . 20.0 7. 10. 0 0.0 37.0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 7 8 2 0 3 DATE 0 2/ 0 3/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299. 1 522 FAX: 407- 299-91 53 DRW SLTUSR352 03034327 S L T - E N G / W M R S E 0 N 52194 D U R F A C 1.25 FROM S D Y 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 AL SPACING 24. 0" JREF 1RY8352_Z02 CERTIFICATE CERTIFICATEOFAUT1IORrZAT1ON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION Z. Feb 03 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C rr Hi 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE 2) 2X4 "L" BRACE •• 1) 2X6 "L"BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP'B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5' 5 11' 6' 0' 7' 0" 7 2' 8 4 8' 6' 10' 11 11' 3" 13. 1" 13' 5" SPF 3 3' 4" 4' 11" 4' 11° 6' 5" 6' 5" 8' 4"' 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" w O STANDARD 3' 3" 4' 2" 4'.2 5' 6" 5' 6" 7' 5" 7' 5" e' 7" 8' 7" 11, B" 11' 8" 1 3' 9" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" IT, 1" 14' 0" P 2 3' B" 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" rI4 D F L STUD 3' 6" 4' 11 4' 11 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' B" 7' 7" 7' 7" B' 9" 8' 9" 11' Il" 11' 11" r 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E"-' S P F 0 3' 10" 6' 0" 6' 0" 7' 11 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" I-NNi H F STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" w Q 1 1 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" I># 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" B' 0" B' 7" 9' 6" 10' 3" 12'-6" 13' 6" 14' 0" 14' 0" CO 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1". 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" H D. F L STUD 4' 0" 6' 1" 6' 1" 80" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' S" 7' 7" B' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9", 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" LT F STUD 4' 2" 6' 11" 6' 11 B' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O STANDARD 4' 2" 5' 11 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" S 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' D" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR B70H AT EACH END. MAX WEB TOTAL LENGTH IS 1/ VERTICAL LENGTH SHOWN IN TABLE ABOVE. 2X4 SP OR DF-L #2. OR BETTER DIAGONAL BRACE; SINGLE OR DOUBLE CUT AS SHOWN) AT. UPPER END. SYMif 000TI 2X4 b2N OR BETTER CONNECT DIAGONAL AT REFER. TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED C BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR ? SAFETY PRACTICES PRIOR TO PERFOR14ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP. CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. = x 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 27 22 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE To BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHE BY THE 407-299H1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-299-9153 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 DRAWINGS 160 A-Z. THE SEAL ON THISDRAWINGINDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE CERTIFICATE OF AUTHORIZATION #921 1 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i No. 42704 STATE OF R IV iii4 • • .. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 STANDARD 1 - 2 1- STUD 3 STUD I I # 3 ISTANnARDI DOUGLAS FIR -LARCH SOUTHERN PINE 3 # 3 STUD - STUD::j STANDARD - STANDARD GROUP B: HEM - FIR 1 do BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH if2 2GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130-PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0". - OUTLOOKERS WITH 2' 0" OVERHANG. OR 12' PLYWOOD OVERHANG. - ATTACH EACH 'L" BRACE WITH IOd NAILS.. FOR ( 1) "L" BRACE: SPACE NABS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. k FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. _ GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4'. 0". BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER. TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98—GAB12030 DATE 09/10/01 DRWG A12030ECO901 ENG TOT. LD. 60 PSF MAX.: SPACING 24.0 SYM. ABOUT GABLE DETAIL FOR LET -IN VERTICALS GABLE VERTICAL PLATE SIZES 1 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" 1X4 OR 2X3 2XB GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X8 Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 2X4 RIGID SHEATHING PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) l6d COMMON TOENAILS IN TOPaTOENAILS AND BOTTOM CHORD. T.. GUN DRIVEN NAILS - 0.131" X 3": REINFORCING—,TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. MEMBER . THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI 1PIND LOAD. GABLE TOENAILS ASCE 7-93 GABLE DETAIL DRAWINGS TRUSS SPACED AT A11015ENO699, A10015ENO699, A09015EN0699, A08015EN0699, A07015EN0699 4" O.C. A11030ENC699, A10030EN0699, A09030EN0699, A08030ENO699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A1303OECO901, A12030ECO901, A11030ECO901, A1003OECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS ' S11015EN0699, S10015ENO699, S09015ENO699, S08015ENO699, S07015EN0699 S11030EN0699, S10030EN0699, S09030EN'0699, S0803CENO699, S07030EN0699 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X8 "T" REINFORCING illzxa "T" MEMBER 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 7. 10 7. 2x6 40 Z 50 % 110 MPH 30 FT 2x4 10 Z 10 Z- 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 Z 10 % 2x6 30 7. 1 50 7. 100 MPH 30 FT 2x4 10 Z 10 % 2x6 40 Z 40 Z 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 Z 40 % 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 % 80 MPH 15 FT 2x4 10 Z 20 Z 2x6 10 7. 30 7. 80 MPH 30 FT- 2x4 20 Z 10 Z 2x6 20 7. 40 Z 70 MPH 15 FT 2x4 0 7. 20 % 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 % 2x6 10 % ' 30 % EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP O3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" _ MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" R LACES DRAWINGS GAB9B117 876,719 & HC26294035 j WARNING- • TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGTOBYTPI(TRUSS PLATE I INSTITUTE, R 583HD' ONOFRIONDR., SUITE T NADISON,RWI.153719) Q ` l REF LET -IN VERT 200, FOR SAFETY PRACTICES PRIOR To PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q` 111___ •, V_ }. y DATE 10/24/O1 . S MYTH LUMBER Co. STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V DR`' vG GBLLETIN1001 ROOFTRUSSDIVISIONIM,PDRTANTxM FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO. 42704 ENG DLJ / KAR 2722SOUTHAPOPKABLVD. 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 NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE- 407- 2991522 ASSOCIATION) NOTEDTPI. APPLYINE CONNDECTORSORSARE MADE OF OGA AMERICANGTANDGALV.PAPERSTEELAEXCEPTA ASTMA653R40 15= STATEOFTOT. LD. 60 PSF FAx: 407-299-9153TOEACHFACEOFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A b R. FAC. ANY a PROFESSIONAL ENGINEERING DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Al P`•••• CERTIFICATE OF AUiHORiUTION lt921 BSUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING [S THE/,/.(•'•.,O SE R1 ' V. RESPONSIBILITYOFBUILDING DESIGNER, PERANSI/TPI 1-1995 SECTION 2. SPACING .24.0 VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE —NAILED 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D Lr 4-0_0 MAX- 12 12 MAX. W2X4 W2X4 W2X4 8-0-0 MAX --I 12 V4X127,lAX. (— IV1X3 ,:6-0-0 4Y1X3 MAX SPACING) W2X4W1X3W1X3 16-0-0 MAX W1X3 12 12 MAX. V4X4 W1X3 W1X3 6-0-0 Iv1X3 (MAX SPACING) W2X4 4V1X3 h5X4/SPL W1X3 20-0-0 MAX (++) - SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. WARNING• TRUSSES REOUIRE EXTREME CARE -IN FABRICATING.' HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACWG),'PUBLISHEI BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN ICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALESMYTHLUMBER . HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANTR• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIRROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO14 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 - 407-299-1522 AMER I.CAN FOREST AND PAPER ASSOCIATION) AND. TPI. ALPINE CONNECTORS ARE MADE OF 20GAI 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 OFAUTFIORRATION M92I 3 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY. OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. TRUSS DETAIL UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"—BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY- TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 NAILED OPTIONAL STUB END DETAIL W4X4 OPTIONAL HIP JOINT DETAIL 11111111 1PAPT 1COMMONRUSSESIALFRAMING pwa l;llsutnI AT 2 ' OC PLAN WO` THIS DRAWING REPLACES DRAWING- A1 05 G 'q f • % TC LL 30 30 40 PSF REF VALLEY DETAIL C DL 20 15 7PSF DATE 06/25/99 No. 42704 * 9C DL 10 10 10 PSF DRWG VALTRUSS0699 9C LL 0 0 0 PSF —ENG MLH/ICAR o'• STATE OF Q OT. LD. 60 55 57PSF ZOIV Q • • R . •````\\\`\ SPACINGS/1.33 121 1.15 unnull„11uuu CONVENTIONALLY FRAMED VALL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 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. j TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH a 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. COMMON TRUSSES AT 24" OC 3) 16d BOX NAILS, 3) 16d BOX 2) 10d BOX NAILS, TOE —NAILED THRU TOE —NAILED NAILS, 2) BOX NAILS, TOE —NAILED CRIPPLE INTO RIDGE BOARD NTOE —NAILED 3) 16d BOX NAILS D) A) 3) 16d BOX NAILS D) A) B) RATED C) SHEATHING C) 4'0" TYP. B) 3 16d BOXNAILS, GIRDER TOE —NAILED 2) 16d BOX NAILS, TOE —NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE —NAILED THRU CRIPPLE INTO RATED SHEATHING 1i1;;,,,, THIS DRAWING REPLACES DRAWING V105-CONV WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TU HIB-91 (HANDLING INSTALLING AN- BRACING>, PUBLISHED BY TPI CTRUSS PLATE INSTITUTE, 5B3 'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR N/ 1 O\\ TC LL 30 30 40 PSF REF CONV. VALLEY SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL y\.•fl` F CiI ••, 1 ,`• DL 20 15 I I]Sh, DATE O6/2cJ/99 SMYTH LUMBER CO, PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O ,•G ••,• BC 10 10 10 PSF DRWG VALCONVF0699 ROOF TRUSS DIVISION IMPORTANT-< FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS TODESIGN; ANY FAILURE TO BUILD THE TRUSSES L 2722 SOUTH APOpKA BLVD. IN CONFORMANCE WITH TPI; R FABRICATING, HANDLING, SHIPPING-. AND BRACING DF TRUSSES. DESIGN CONFORMS WITH 17 NO. 42704 B EL 0 0 0 PSF ENG b1LH/KAR APOPKA, FL 32703 1 407-299-1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE F 20GA TOT.=LD. 60 55 57 PSF FAX: 407-299-9153I. ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS THE SEAL ON THIS DRAWING S •• STATE OF C. PROFESSIONAL ENGINEERING 160 A-Z. INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR Z iO 4i % •••,•/C`/ 1.25/1.33 1.15 1.15 CERTIFICATE OF AUTHOR17ATION!l921 BUILDING IS THE RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j ® ` O r.'.' LING SE., ABOVE 11 TOP CHORD 2X4 #2 OR BETTER' T T / f jD /; TJ DETAILTT BOT CHORD 2X4 #2 OR BETTER r 1 l T 1 B Ly K D j 1 L 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,IEBS 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. j REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP: B,.ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE ' (E, *) PLATES MAY OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A En En A is EITHER PLATE LOCATION IS A(:('F.PTAA[ F B OPTIONAL B _ <CSPLIC B /-tl 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 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS .AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO'14' MEMBER, OR BETTER, AND 807 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH . 4) 0.120 X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS_ 0,0o° o ° - o 0 O O ° ° D a ° 2,. a' 8 1/4' Aliekun nL,ucnA(.A VYlrtl 3Atl TKULUX.UH ALPINE PIGGYBACK SPECIAL PLATE._ - :;;;+ +I•[II iifY],RAWING-REPLACES DRAWINGS 634,016 534,017 & 847,045 xx WARNING-x 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'ONDFRI 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 y MA}{ LOADING i 55 PSF AT. - REF PIGGYBACK I ' DATE 06/25/99 O SMYTH LUMBER CO. SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DUR. FAC. 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 i1.33 DRWG PIGBACICB0699 II{ 2722SOUTHAPOPI( ABLVD. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH. TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING ID No.42704 : 50 PSF AT ENO DLJ/KAR APOPKA. FL. 32703 - OF TRUSSES, DESIGN CONFORMS WITH - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST 25 - DUR. FAC. 407- 295 1522 AMERICAN AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 CR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF - TRUSS AND, UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PER STATE OF 1fiCr47 PSF AT 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 i I .I5 - DUR. FAC. I CERTIFICATE OF ANTHORIZATIDN g9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - P.• T ,• O ACING 24,0 BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING ISOMITTED. 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 D111G 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH. 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM - FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE - PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN. PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 B 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ 4 ++ 9. 5" MAX 3X8 TRULOX ** 18 4 ** V2X8WEDGE 4 3X12 TRULOX MAX 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNINGA- 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'ONOFRI DR., SUITE 200, MADISON, 'WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRUPERLY 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 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722HANDLING, SHIPPING, 114STALLING 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 GAL V. 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 AUTHORIUTION N9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - DRAWING REPLACES DRAWINGS A115 A115/R & 884.132 o pA IY4 TC LL PSF REF BC FILLER CIFIC, gJ,.;p V DL - PSF DATE 06/25/99 Cj F••. 139 DL 10.0 PSF DRWG BCFILLER0699 Flo. 42704 : *C=LL - PSF -ENG DLJ/KAR TOE LD. - PSF STATE OF EAC. 1.0/1.15/1.25/1.33 k ACING 24.0" ri rrrrripb IIIu..el,lll111N\\\ _ i STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE #2 N,'. SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 3.00 _.12 TO6.00 W2X4 1' '' ' 5• T• R=463#, W=3.50" END AND CORNER JACKS 16% 2' TYE 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' ss 7 1 3 5 7' 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS 3) 16d TOENAILS 2.12 12 W2X4 TO4.24 I I W2X5 i W3X4 ORSIMPSON THJA26 1`** 9-10-13 OVER 2 SUPPORTS R=652#. FY=3.50" HIPJACK s, -.WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HAN LING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRD3 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 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. r.IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE j.._ ROOF TRUSS DIVISION _ ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVO. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, j HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 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 AUTHORIZITION p9219 SUITABILITY AND USE OF .THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ff2 HIP OR COMMON TRU 1 HIP TRUSS J5 J3 J1 it J J1 J3 J5 J7 J7 J7 J IF c4l . : GEC. %•. B No. 42704 • i l 0 o STATE OF 0_•:cL n o10P•.• S 01N A 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 pL ALL LD. 30 15 10 0 55 MAX PSF MAX PSF PSF PSF MAX PSF REF 7' STBK CS DATE 06/25/99 DRWG CS7SBK3A0699 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 ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDEOF OFWEB 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 SCABS) 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 INSTALLING AND BRACING RIRL EFEREXTREMEHIB911RE IN (HANDLINGI INSTALL] NGN AND BRACING), PUBLISHED m ",• n 'j'1BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, N"' Z` v`. -IFIC,q'.F,pA•,•.• S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G /CL ROOF TRUSS DIVISION YyIMPORTANT; FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERDESIGN! AD P FAILUREDUCTS TOC. SHALL BUILDTHENOTBE TRUSSESESPONSIBLEINCONFORMANCENYDEVIATION 1 NO. 42704 2722SOUTHAPOPKABLVD. WITH TPI FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF ' FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER YO PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IN ENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i f1 •,• -( CERTIFICATE OF OFAUTHORIZATION#921 B.SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE®/•• Op1O T,• RESPONSIB] L1TY pF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, T- BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 C LL PSF S DL PSF Cs DL PSF CALL PSF D' E. LD. PSF REF CLB SUBST. y DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR 4R. FAC. PACING FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR UIL I G CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NASSAU 15 0 '' n) Builder: MORRISON MS/ MT. D, Address: f/f 0%% C_ (o Permitting Officer a2 City, State: Permit Number: ( , - Owner: 6k h1AN64-S Jurisdiction Number: Climate Zone: Central (a 1, ou 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear glass, default U-factor 252.0 ft2 b. Default tint 0.0 ft2 c. Labeled U or SHGC 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Una . Rett Unc. AH(Sealed):Garage b. N/A New Single family 1 3 Yes 1561 ft2 Double Pane - 0.0 ft2 0.0 ft2 0.0 ft2 R=0.0, 188.0(p) ft R=4.1; 1474.0 ft2 _ R=11.0, 268.2,ft2 _ R=30.0, 1666.0 ft2 Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A TM 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: 0.16 Total as -built points: 23166 PASSTotalbasepoints: 24142 I hereby certify that the plans and specifications covered by this calculation are in complian with the Florida Energy Code. PREPARED BY: - DATE: -------- --- D ----- I hereby certify that this buildin gned, is in compliance with the Florida OWNER/AGENT: _ e. sy DATE: EneravGaude® (Vei Cap: 36.0 kBtu/hr _ SEER:12.00 Cap: 36.0 kBtu/hr _ HSPF:8.35 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ Review of the plans and sTATFspecificationscoveredbythis indicates 0, VM ti calculation compliance ti e with the Florida Energy Code: o aBeforeconstructioniscompleted this building will be inspected for compliance with Section 553.908 l, c,S CODFloridaStatutes. WEB BUILDING OFFICIAL - DATE: ---------------Kt siun: r'LRVJD Va.JV) FORM 60OA-2001 s SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 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 1561.0 25.78 7243.7 Single, Clear NE 1.0 5.0 9.0 47.10 0.95 404.1 Single, Clear NW 1.0 11.0 28.0 40.72 1.00 1136.2 Single, Clear MN 7.0 5.0 14.0 40.72 0.60 340.9 Single, Clear SE 9.0 9.0 38.0 61.07 0.51 1188.1 Single, Clear SW 1.0 7.0 38.0 56.99 0.98 2129.8 Single, Clear SE 9.0 14.0 64.0 61.07 0.61 2381.8 Single, Clear SE, 1.0 11.0 32.0 61.07 1.00 1953.3 Single, Clear NE 1.0 5.0 13.0 47.10 0.95 583.7 Single, Clear NE 1.0 6.0 16.0 47.10 0.97 731.7 As -Built Total: 252.0 10849.6 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 268.2 0.70 187.7 Concrete, Int Insul, Exterior 4.1 1474.0 1.18 1739.3 Exterior, 1474.0 1.90 2800.6 Frame, Wood, Adjacent 11.0 268.2 0.70 187.7 Base Total: 1742.2 2988.3 As -Built Total: 1742.2 1927.1 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 7.20 244.8 Exterior 34.0 4.80 163.2 Adjacent Wood 18.0 2.40 43.2 Base Total: 52.0 192.0 As -Built Total: 52.0 288.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1666.0 2.13 3548.6 Under Attic 30.0 1666.0 2.13 X 1.00 3548.6 Base Total: 1666.0 3548.6 As -Built Total: 1666.0 3548.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Totai: 5978.4 As -Built Total: 188.0 5997.2 INFILTRATION Area X BSPM Points Area X SPM Points 1561.0 14.31 22337.9 1561.0 14.31 22337.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 30332.1 Summer As -Built Points: 32953.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSMxAHU) 32953.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 10564.6 30332.1 0.4266 12939.7 1 32953.9 1.00 1.188 0.284 0.950 10564.E EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1561.0 5.86 1646.5 Single, Clear NE 1.0 5.0 9.0 14.70 1.00 132.4 Single, Clear M 1.0 11.0 28.0 14.97 1.00 418.8 Single, Clear NW 7.0 5.0 14.0 14.97 0.99 207.7 Single, Clear SE 9.0 9.0 38.0 10.59 1.49 600.9 Single, Clear SW 1.0 7.0 38.0 11.59 1.01 442.9 Single, Clear SE 9.0 14.0 64.0 10.59 1.28 865.6 Single, Clear SE 1.0 11.0 32.0 10.59 1.01 341.3 Single, Clear NE 1.0 5.0 13.0 14.70 1.00 191.2 Single, Clear NE 1.0 6.0 16.0 14.70 1.00 235.3 As -Built Total: 252.0 3436.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 268.2 1.80 482.8 Concrete, Int Insul, Exterior 4.1 1474.0 3.31 4871.6 Exterior 1474.0 2.00 2948.0 Frame, Wood, Adjacent 11.0 268.2 1.80 482.8 Base Total: 1742.2 3430.8 As -Built Total: 1742.2 5354.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 52.0 245.4 As -Built Total: 52.0 364.6 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1666.0 0.64 1066.2 Under Attic 30.0 1666.0 0.64 X 1.00 1066.2 Base Total: 1666.0 1066.2 As -Built Total: 1666.0 1066.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 As -Built Total: 188.0 470.0 INFILTRATION Area X BWPM Points Area X WPM Points 1561.0 0.28 437.1 1561.0 -0.28 437.1 EnergyGauge® DCA Form 60OA-2001 EnergyGaugegFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5594.7 Winter As -Built Points: 10254.2 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) 10254.2 1.000 1.078 x 1.160 x 0.95) 0.409 0.950 4730.2 5594.7 0.6274 3510.1 10254.2 1.00 1.188 0.409 0.950 4730.2 EnergyGauge'rm DCA Form 600A-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12940 3510 7692 24142 1 10565 4730 7871 23166 EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 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.1.2.6 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. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) 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-1 DISPLAY ,,, ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, if multi -family 1 SEER: 12.00 - 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1561 ft' c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 252.0 ft' 0.0 ft' 13. Heating systems b. Clear - double pane 0.0 ft' 0.0 ft' a. Electric Heat Pump Cap: 36.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft' 0.0 ft' HSPF: 8.35 - d. Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.1, 1474.0 ft' EF: 0.86 - b. Frame, Wood, Adjacent R=11.0, 268.2 ft' b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1666.0 ft' 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) S741' in this home before final inspection. Otherwise, a new EPL Display Card will be completed y04,( IiE based on installed Code compliant features. y ,,,;' - 0 Builder Signature: Date: 0 a r C00AddressofNewHome: City/FL Zip: WEZ4 NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This isi1Qt a Building.Energy Rating. If yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStaTM 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) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MiARY, FL 32746-6206 Phone: (407) 831-2665 x, ' 7: u '",. .. o .a4f > k ..n ;` :, +.•-r"f a. k fir,_ For. MOIRREMHCUS Notes: Weather. Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 34777 Btuh Ventilation air 50 Cfm Ventilation air loss 1760 Btuh Design heat bad 36537 Btuh Infiltration Method SimpHed Construction quality Average Fireplaces 0 He a1 ng1 Co lingAreaft Volume (fP) 15302 15302 Air Chan our 0.80 0.40 Equiv. AVF (dm) 204 102 Heating Equipment Summary Make TR*E Trade Efficiency 7.7 HSPF Heating ihput HeafiM output 0 Btuh @ 47-F Heatin temp rise 0 OF Actual heating fan 1200 cfm Heating air flow factor 0.035 dm1Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 25159 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 25626 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3008 Btuh Total latent equip. load 5633 Btuh Total equipment load 31259 Btuh Req. t l Capacity at 0.70% SHR 3.1 ton Cooling Equipment Summary Make TR*E Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 1224850 Btuh 10650 Btuh 35500 Btuh 1200 cfm 0.048 drrVBtuh 82 % Boldlitallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 6 wr114ghtsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 ACCK E:\Files\MORRISON 2002\1560Nassau\NASSAU 1560.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House0DELAIRHEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15302 ft3 x 0.0167 = 204 cfm 2 Winter infiltration load 1.1 x 204 cfm x 32 °F Winter TD = 7182 Btuh 3. Winter infiltration HTM 7182 Btuh / 304 ft2 Total window = 23.6 Btuh/F and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15302 ft3 x 0.0167 = 102 cfm 2 Summer infiltration load 1.1 x 102 cfm x 18 °F Sur rnerTD = 2020 Btuh 3. Summer infiltration HTM 2020 Btuh / 304 ft2 Total window = 6.6 BtuW and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 102 cfm 3008 Btuh Procedure D - Equipment Sizing Loads 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F SuTrnerTD = 990 Btuh Sensible load for structure (Line 19) + 25159 Btuh Sum of ventilation and structure loads = 26149 Btuh Rating and temperature swing multiplier x 0.98 Equipment stung load - sensible = 25626 Btuh 2 Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration bad from Procedure C + 3008 Btuh Equipment stung load - latent = 5633 Btuh Construction Quality is: . a No. of Fireplaces is: 0 Boldlitallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 ytCCA E:\Files\MORRISON 2002\1560Nassau\NASSAU 1560.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 k N 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BTH 2 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 4.0 62.4 9.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 5.0 6.0 47.4 28.0 0.0 FOY a n sw a c n 0 n 1 1 90 1.0 7.0 1.0 4.0 76.4 14.0 14.0 DIN LAUN KIT NOOK a n ne a c n 0 d 1 1 90 1.0 9.0 3.0 6.0 39.4 38.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 4.0 LIV b n ne a c n 0 d 1 1 90 1.0 9.0 6.0 8.0 39.4 64.0 0.0 M BR a n ne a c n 0 d 1 1 90 1.0 1.0 6.0 5.0 39.4 32.0 0.0 M BTH a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 13.0 0.c DEN/STUDY a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.10 tL „vvnghtsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 k6k E:\Files\MORRISON 2002\1560Nassau\NASSAU 1560.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 cf roan Entire House BTH 2 BR3 POY INarneLaxhofexposedone! 188.0 ft 6.0 ft 38.0 ft 15.0 ft Room d r ensons. 6.0 x 14.0 ft 15.0 x 13.0 ft 8.0 x 8.0 ft Ceiings Condit. Option 9.8 fti heatlood d 9.4 ft heaticod 9.4 ft heatkod 12.0 ft heatlood TYPE OF CST HTM Area Load (Bl h) Area Lewd W) Area Load W) AIM Load W) EXPOSURE NO. Htg I Clg ftl Htg Clg its Htg I Clg ft Htg Clg ft Htg Clg 5 Gross a 146 4.6 2.1 1547 56 9E- Exposed b 12C 2.9 1.9 0 0 0 vat" c 13C 3.2 1.2 286 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 VAnd7As end a 1 C 37.0 188 6948 9 333 28 1035 1 517 gLiss doors b 8C 37.0 64 2365 0 0 0 0 0 HealuxJ c 94 29.9 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 WrdHs end North 27A 18 493 0 0 0 0 1 412 glass doors NEMW 40.6 172 6984 9 562 0 0 c 0 CoomS FJW 0.0 0 0 0' 0 0 0 0 SESW 47A 62 2939 0 0 28 1327 c" 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 c`*" 0 8 Otlierdoors a 10D 14.7 9.9 34 500 338 0 0 0 0 0 0 34 500 338 b 10D 14.7 9.9 18 295 179 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1231 5812 2597 47 218 98 329 1517 678 4E 221 99 eposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 VraF arid c 13C 3.2 12 268 845 314 0 0 0 0 0 0 84 295 98 pad- 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 c 0 0 10 Ceilings a 16D 1.7 22 1666 28M 3709 84 142 187 195 331 434 109 142 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 18B 4813 0 6 151 0 38 985 0 1E 389 0 Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 perareter 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 c 0 0 12 Infirmthn a 23.6 6.6 304 7182 20M 9 213 6D 28 851 186 4q 1134 319 13 Sublotal bss--6+8_+11+12 31616 1062 4529 3135 Less extend heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistr#wfion 0 0 0 0 14 Duct loss 100/ 3162 10°/ 106 100 m 10° 313 15 Total loss =13+14 34777 1168 4982 3448 16 Int. gains: People @ 300 5 150D 0 0 0 0 c- 0 AppL @ 1200 2 1800 0 0 0 0 c- 0 17 Subtd RSH gain=7+8..+12+16 22872 906 26 140E Less exttrrrd cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud On 10y/ Z2B7 10'/ 91 100 253 10' 141 19 Total RSH ga6F(17+18) PL.F 1.00 25159 1.00 997 1.00 2888 1.00 1549 D Air required (dm) 1200 1x0 40 48 172 138 119 74 Printout oeffiied by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 E:\Files\MORRISON 2002\1560Nassau\NASSAU 1560.rsr Page 1 PIGHT-J WORKSHEET nt re House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J. /Yl txl Narnedroan DIN LAUN KIT NOCKTIVWIVUHLLex3lhofeosedv1d8.0 ft 18.0 ft 120 ft 20.0 ft Roan drrerr ors 16.0 x 15.0 ft 11.0 x 7.0 ft 12.0 x 11.0 ft 11.0 x 11.0 ft Ceiings Condit Option 10.0 ft heaV000l 9A ft heaVccd 9A Ithea ood 9A ft heatknd TYPE OF I CST WV Ate Load (Bhh) Area Load (Bhh) Area Load W) Ate Load W) DQ CSURE NO. Htg Clg M Htg Clg ft) Htg I Clg ft Htg Clg ft Htg Clg 5 Gross a 14B 4.6 2.1 0 47 113 18E End b 12C 2.9 1.9 0 0 0 VA? k ad c 13C 3.2 12 80 122 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 Wixbns and a 1 C 37.0 0 0 0 0 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 HeatrxJ c 9A 29.9 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 0.01 01 0 0 0 0 0 0 7 VVrdbnsand North 27A 0 0 0 0 0 0 81 doors NEMW 40.6 0 0 0 0 0 0 1497 ENV 0.0 0 0 0 0 0 0 0 SSSW 47.4 0 0 0 0 0 0 31 1612 Horz 0.0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 18 255 179 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 47 217 97 113 52D 232 112 516 231 ap- d b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 wale ad c 13C 3.2 1.2 80 252 94 104 328 122 0 0 0 0 0 wtitiais 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 01 0 0 0 10 Ceilings a 16D 1.7 2.2 240 407 534 77 131 171 122 224 294 121 205 259 to 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 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 c 0 0 11 Floors a 22A 25.9 0.0 8 207 0 18 467 0 12 311 0 518 0 Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 paineter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 23.6 6.6 0 0 0 18 425 120 0 0 0 1795 505 13 Subblal bss=6+8_+11+12 8ffi 1832 1055 5W Less external hating 0 0 0 0 Less transfer 0 0 0 0 Heating redishilwtion 0 0 0 0 14 Duct loss 10'/ 87 100/1 183 100A 105 100 584 15 Total loss =13+14 953 20151 1160 16 InLgais: Peopb@ 300 1 300 0 0 0 0 c""" 0 Apo. @ 1200 0 0 1 600 1 129D c'"*' 0 17 Subl t RSH g6rr=7+8. +12+16 92S 1289 Im 4196 Less exlornalcookg 0 0 0 0 Less transfer 0 0 0 0 Coding redistribution 0 0 0 0 18 Dud on 100/ 93 100/ 129 100M 173 100 420 19 Total RSH getinl7+18rR-F 1.00 1021 1.00 1417 1.00 1899 1,00 4615 20 Air required On) 33 49 70 69 40 91 222 220 Printout certified by ACCA to meet all requimments of Manual J 7th Ed. wr ogl- rtsofit Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 14p` E:\ Files\MORRISON 2002\1560Nassau\NASSAU 1560.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 1560 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVWIVUHLJ /In CD. 1 Name of roan LIV M BR M BTH DENSTUDY 2 Lelx h ofergxsed Oval 14.0 ft 34.0 ft 120 ft 11.0 ft 3 Raan drma, ias 15.0 x 15.0 ft 15.0 x 13.0 ft 12.0 x 14.0 ft 11.0 x 15.0 ft 4 Ceings Co-& Option 11.0 ft i heatlood 9.4 ft heat/cod 9.4 ft healk 9.4 ft heaVcoci TYPE OF CST HTM Area Load (Bk h) Area Load Pt h) Area Load W) Area Load (Btih) BTOSURE NO. Htg Clg ft') Htg Clg ftl Htg Clg M Htg Clg, M Htg Cig 5 Gross a 14B 4.6 2.1 154 320 113 1 Fused b 12C 2.9 1.9 0 0 0 v,ek and c 13C 3.2 12 0 0 0 c patiitiors d 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wrrbnsend a 1C 37.0 0 1 32 1183 13 480 1E 591 IgassdoorsbBC37.0 64 2366 0 0 0 0 0 c M29.9 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 f 0.0 0 0 0 0 0 0 0 7 WSxbAsad North 27.4 0 0 0 0 0- 0 0 glass doors NEMW 40.6 64 2522 32 1251 13 512 1 630 C-ling EMI 0.0 0 0 0- 0 0- 0 0 SESW 47.4 0 0 0- 0 0,- 0 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Oherdocs a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 90 415 185 288 1325 592 100 460 206 87 403 180 evosed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 C 0 0 Ovals and c 13C 3.2 12 0 0 0 0 0 0 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 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 225 382 501 195 331 434 168 285 374 16E 290 3157 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 of 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 14 363 0 34 881 0 12 311 0 11 295 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 C 0 0 per meter c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 for slab a 0'0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 12 Infiltration a 1 23.6 6.6 64 1512 425 2 7561 213 13 307 86 iq 378 106 13 Subblalbss=6+8.+11+12 5037 4476 1843 1937 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Dud loss 101/c 504 10'/ 448 100/. 184 10° 194 15 TctA loss =13+14 5540 4921 2MB 2131 16 Int gauss: P_* @ 300 3 900 1 300 0 0 c- 0 Appt @ 1200 0 0 0 0 0 0 c- 0 17 SLt RSH gaiF7+8 +12+16 4533 2800 1178 1294 Less external 000lrg 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud On 1OD/ 453 10% 280 100 118 101 128 19 Total RSH gah=(17+18) PLF 1.00 4996 1.00 3080 1.00 1296 1.00 1412 20 Air required (dm) 191 23B 170 147 701 62 74 67 Printout certified by.ACCA to meet all requites of Manual J 7th Ed: C wrrfghtSoiFt Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-17 14:04:37 p` E:\Files\MORRISON 2002\1560Nassau\NASSAU 1560.rsr Page 3 1 3' Tth duct to j f cnp Must have a minimum clearance of 4 Inches around the olr handler per the State Energy code. All duct has an r=6 Insulation value. v D CV CC oa — g — N M E lJ Q 0 S J N m U CU 0 N W W O HQ A/C PAD Rating w 1 O o 1,D O U1 d cU L Ut o L In O d J (U o r N Co w > z J Q H Co f' Q 5-1 o 5 a x m CL J (n 0 0 TERMt- Ut- affVv rage 1,ot TERMITICIDES REGISTERED INTLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company Name Active Ing`edient Registration# ARMOR - GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE59905-9 TETRAHYDRATEBIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279 3112 DISODIUM OCTAI3.ORATE BOARD DEFENSE IN-CID,E TECHNOLOGIES, INC. TEfRAHYDRAT.E 44757-20 BORA- CARE NISUS CORP. DISODIUM OCTABORATE TbiWwORATE 5 1 CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATECYREN TC SPECIALITY TERMITICIDE / INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS M60-10 DEMON TO SYNGENTA CROP PROTECTION, CYPERMETHRIN, 10182-107 INCDRAGNET SFR FMC CORP. PERMETHRIN 279-3062 TERMITICIDE/ INSECTICIDE DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBAN TC DOW AGROSCIENCES; CHLORPYRIPOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP SULFLURAMID 279 3196 STATION , LABYRINTH TERMITE BAR ENSYSTEX, INC: DIFLUSENZURON 68850-2 MARTIN' S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70W6-6-M83 TERMITICIDE I INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDE11NSECTICIDEPERMETHRIN PRO TERMITICIDE-TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER GAYER CORP IMIDACLOPRID 3125 455 SOLUBLE PACKETS file: llC:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 i BORA - CARE APPROVALS F NES REPORT MIXING DIRECT;ONS APPLICATION DIRECTIONS ram PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499-488223 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDEANSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOW AGROSCIENCES,. LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE 59905-6 TETRAHYDRATE SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRINIBIFENTHRIN 51036-287-72113 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. 279-3208 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70506 6INSECTICIDE TERMIDOR 80 VNG AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICIDE/INSECTICIDE SCIENCES USA LP ITETRAHYDRATETIM-BOR PROFESSIONAL • UNITED STATES BORAX & DISODIUM OCTABORATE 1624-39CHEMICALCOMPANY TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDEANSECTICIDE AVENTIS ENVIRONMENTAL CYANO 432-767CONCENTRATESCIENCESUSALP VR &R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product Is no longer shipped and distributed in the State; however, material in trade channels may be purchased and used acoordinq to. label directions. Pesticide Product Brands: 34 Conipanles: 22 List updated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services.. Termiticide for New Construction Registration Inquiry Form This page has been accessed times since March 4th, 2002 file://C:\WINDOWS\Temporary.%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7123/02 1"L-J-111h ILI m e v 4 f t A PRODUCT OF NISUS CORPORATION 8/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions,. Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: Disodium Octaborate Tetrahydrate (Na2B3013.4H2O):........ 40.0% INERT INGREDIENTS: ........................................................ 60.0% Density:11.51 pounds per gallon EPA Reg. No. 64405-1 EPA Est, 64405-TN-1 U.S. Patent Nos. 5,104,664 5,460,816 5,645,828 6,426,095 _ KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply- artificial respiration if Indicated. Contact a physician if warranted. if In Eyes: Flush with plenty of water. Get medical attention if irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE® solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. IDIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner inconsistent with its labeling. NOTICE Read and understand the entire label before using. Use only according to label directions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an Intact water repellent barrier such as paint, stain, or a sealer is notpresent. The use of this product in food processing establishments should. be confined to time periods when the plant is not in operation. MADE IN THE U.S.A.' Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead Interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of if contamination from dripping occurs. Do not apply in food serving areas while food is exposed. BORA-CARE® is NOT a soil termiticide and should not be used directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of in a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is Impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARE® Material Safety Data Sheet for additional health and safety information.) g 100 Nisus Drive, Rockford, TN 37853 800) 264-0870 www.nisuscorp.com 02M e'_ I. MIXING INSTRUCTIONS II. GENERAL INFORMATION BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE® concentrate. Allow to mix until uniform. Use 1:1 and 2:1 BORA-CARE® solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. II. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2" thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2" In thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber BORA-CARE® is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidas Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soli treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE® is applied directly to the wood, it can be used In areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE® is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying .and/or injecting BORA-CARE® solution Into beetle holes, termite and carpenter ant. galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to Infested areas. Two (2) coats of BORA- CARE® solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In cases where the infestation is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent intact wood may be treated by pressure injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) Inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating Infested wall voids, refer to Sections IV. E. and F. 2 B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces including sill plates, piers, girders, subfloors, floorjoists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CARE® solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CARE® solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void. Treat entire wall areas as opposed to single stud bays in order to include the infested area completely within the treatment.zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface: For treating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE® applications may raise the grain of the wood and an additional j[ght sanding may be necessary before applying a new finish. Although BORA-CARE® is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final jjgilt sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels In damaged and suspected Infested wood and/or through small holes drilled into walls and baseboard areas. Holes should be spaced no more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARE® solution. If necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill ttte void. Foam will take approximately one (1) hour to return to liquid state and soak into bare wood: Apply foamed BORA-CARE® to void spaces at a 1:20 to 1:30 foam ratio (one [11 gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam Insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polylsocyanurate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of Infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members is available.. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE* 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors. Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on Interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood In contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections VIII and IX for complete exterior application information). 3 VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of Insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one.(1) gallon water to one (1)gallon BORA-CAREll (1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces In crawl spaces and basements, to include all sills, plates, floor joists, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARE treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a 24-inch wide band of BORA-CARE solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure injecting BORA-CARE® Into holes drilled into the wood at eight (8) to ten ( 10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. VII. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two ( 2) coats of a five. (5) gallons water to one (1) gallon BORA-CARE® ( 5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. VIII. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE® solution to heavily infested areas and to those surfaces where access Is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood in contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point of wetness to all interior and exterior wood surfaces. Refer toapplication chart for minimum amount of BORA-CARE® to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12". Wait at least one (1) hour between applications. Two (2) coats of BORA-CARE® solution should also be applied to log ends, notches, comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six 6) weeks of treatment. It Is important to allow BORA-CAREe treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 X. DIP TREATING LOGS AND LUMBER XI I I. WARRANTY LIMITATIONS AND DISCLAIMER A dip .treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result in a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood in contact with the ground or soil has a limited Iifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA®. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA- CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet. 0.6 Gallons 3/ 8 1,067 1,0 1 / 2 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARE® Diluted BORA-CARE®to inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4 NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. N SU 6tl P POBAtlON 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com National. Evalu atio n Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone, 703/931-2187 Fax: 703/931-6505 website: www.nateval.org a r _ INTERNATIONAL CODE COUNCIL,. NATIONAL EVALUATION REPORT Report No. NER-617 Copyright© 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37853 800-264-0870 n1sus0-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. 4.2 Application BORA CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistencyaswater. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordancewith local, state, or federal pest control regulations. BORA CARE is clear and odorless. Ali wood surfaces shall be treated according. to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electricalwiring, and plumbing. 4. 3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report Is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically. does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Page 2 of 2 Report No. NER-617 6.0 IDENTIFICATION 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the Each container of BORA-CARE® Termiticide, Insecticide and code official, shall be submitted at the time of permit Fungicide covered by this report shall be labeled with the application. manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 BORA-CARE shall be applied by applicators trained by identification. the Nisus Corporation and shall be licensed pest control operators. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2. Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 7.3 BORA CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA-CARE was evaluated only forresistance to subterranean termites. 6. 3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern 7.6 Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su. 7.7 6. 4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 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 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. Parlkh. 7. 0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeTM, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: BORA- CARE is water soluble and shall be protected as noted in Section 4.3 above. BORA- CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. ONE BY WOOD — BUCK BY OTHERS CAULK 4, 11EEN WINDOWFLANGEiW000BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIORFINISH BY OTHERS SHIM AS REO•D ONE BY WOOD BUCK BY OTHERS SEE NOTES) INSTALLATION ANCHOR BUCK VAOTH EMBEDMENT 3/115' CIA. TAPCON 1/4' SHIM SHIM AS REO'D SHOWN FLANGE TYPE SPACE MAX. SEE NOTES) CAULK BETWEEN MINDOW FRAME WOOD BUCK Ik JAMB MASONRY OPENING G CONCRETE BY OTHERS OR MASONRY OPENING BY OTHERS d Q `INSTALLATION 1 1/4' MIN., ANCHOR EMBEDMENT 3/16' CIA 4 TAPCON SHOWN PERIMETER CAULK 1/4' SHIM - BY OTHERS SPACE MAX FLANGE TYPE WINDOW FRAME HEADER EXTERIOR . WINDOW BUCK HEIGHT HE GHT FLANGE TYPE SL STOOL WINDOW FRAME BY OTHERS SILL BYOTH ERS CAULK PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW WIDTTH WAVYOPENING BY OTHERS EXB:HLCS CAULK BETWEEN EXTERIOR WINDOW F1ANG FINISH WOO) BUCK BY OTHERS SECTION. 2 WINDOW WTH. A B C D 11E . J / K 2 WINDOW HGT. F . G W CM,' i, TT-FFt+I;L,L/ v F LLJ•+ E{:MJL fly O.A.y. I LO"•t> Lt\ GJL' A C ClRER 1C1i.L1L'CI o G%-NERAL AL IJrT AI vM vl L CTG'R FU "F, :& _ COMPARATIVE ANALYST A110N CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE VAOTH/ FKEIGR EXTERIOR INTERIOR HEAD JAMBS 12 19 to I 10 99 99 B F,G 13 t9 In X - 3n 78 78 B FA 14 If; 1/6X 50 AA 59 59 B F,G 44 14 19to X 54 ILA 54 54 B F,C 14+5 19 In X 55 6n 52 52 B F.9 15 19 1n Y 63 45 46 B Fr 16 t 9 1 X 72 40 40 F C 1 1/ 2 x B 1H3 26 ,/% X - 51 51 B F,C 1144 26 1/3 X 50 6n 44 44 B F,G 1 H4+ 4 26 1/2 X 54 6n 42 42 B F•G t H445 26 1/2 X 55 en 41 41 B F,0 INS 26 1/2 X 63 40 40 B F,C 1H8 28 X 7 40 40 FG 30 1/ 2 % 26 56 B F•G 30X3 30 1/2 X 38 3/4 44 44 B F,G 3GX4 30 1/2 X 50 6n 40 40 B F.0 3OX4+4 30 1n X 54 1/1 40 40 B F,C 30X445 30 ,/ 2 X 55 &A 40 40 B F.a 3OX5 30 1/2 X 63 40 40 B F,G 40 F G 1 22 x 6 51 B F•G 23 37 X 38 3n 40 40 - B F,G 24 37 X 50 6/a 40 40 B F,G 24+4 37 X 54 An 40 40 B F G 24 5 37 X 53 3/0 40 40 8 F•G 25 37 X 63 40 40 B F.G.W 6 37 X 72 4D 40 F 4d2 48 X 26 46 4 B F,G 4a3a 48 X 3a 3n 40 40 B F.G 4850 48 XW an 40 40 B f.G 48444 4a X 54 6n 40 40 8 F,G.HJ 484+5 48 X 55 An 40 40 B F,G,IKJ 41163 48 X 63 40 1 40 8 F.C.HJ 32 1n % 26 45 45 B F,G 37 53 1n n x 3e aso40B F.G - 34 53 1/. X 50 SA 40 .. 40 B F,G N 3444 53 1n X 54 6n 40 3 • 40 B F,G.HJ 34+5 53 to X 55 1A 40 40 B. F.G.2 35 5I toY634040BF,G,H,I 36 5J 1 X 72 40 40 B. i G H 1 1 Q fH I NIIIE 1) WHERE WATERRESISTANCETEST REKXXREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 5.0 PSF ACHIEYED IN TEST. CIA TAPCON a. 2) INSTALLATION: FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/10' ANQHORS OF SUFFICIENT LENGTH TO PR DE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATI(MS, 0 CAULK BETWEEN WINDOW FLANGE h PRECAST 9LL WITH WLKEI,I 1 T SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL FB SCREWS OF SUFFICIENT LENGTH TO PRONDE 3/4, MIN. EMBEDMENT INTO WOOD BUCK AT ALL OCHER FACTORY APPLIED INSTALLATION MOLES PRECASR SILL - 116 ADHESIVE CAULK OR E L E-J' /"'A 1>tO N 5) IF EXACT WINDOW SIZE IS HOT LISTED N ANCHOR CHART, USE ANCHOR QUANTITY LASTED WTI' NEXT BY OTHERS 'APPROVED EQUAL LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO-D, VIEWED FROM EXTERIOR SECTION 1 CFNEFW N(}TF' S• 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH I. BEARING SHIM. MAX. ALLOWABLE STACK TO BE 1/4', y 4/rn111/ 4.' ASHIMZ) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS SILL MUST BE tool B. Crmi01 Rd• CwTd%l, TX 7M • P.O. Ba% 619DU • S" TX 75MI ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPUCATION OF VULKIM IIS ADHESIVE CAULK, AT FRAME SILL MUST COMPLY WITH SE&AIT MANUFACTUAcR's REcDmwENDAnoNs. ASSEMBLY DRAWING 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. SERIES 1440/1540 TDL SINGLE HUNG WINDOW 5) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHMTS. °A" • '' n su3 SINGLE GLAZING IS SHOWN, INSULATING CUSS IS ALSO OUAUFIED. V_ 7) GENERAL ALUMINUM' S 1440 SERIES SINGLE HUNG Q SHOWN. THIS PRINT ALSO APPLES TO t 9B wnN A._ oc Nrla THE 1540 INSULATING GLASS SINGLE HUNG SERIFS. QZdL DATE m 1i\19P/ 6r Ea _ TO/26/01B GEN—OO1P PREPARED BY: PRODUCT TECHNOLOCT CORP. 230 111:11 AROIU•L PKY. SURE 250. HFATHROI, FLORIDA 32744 PHONE 407 603-0363 FAX 407 605-,1366 CAULK BETWEEN WOOD — INSTALLATION ANCHOR. BUCK & MASONRY OPENING BY OTHERS S/16 DIA. TAPCON ONE BY W000 CONCRETE OR BUCK By OTHERS MASONRY OPENING By OTHERS SM. AS REO'D. SEE NOTES) CAULK BETWEEN WINDOW FLANGC WOOD OLEO( Q I-1/I' MIN, EMBEDMENT 1/4' MAX. SHIM SPACE IMNMCI STUCCO BY OTHERS PERIMETER CAULK BY OTHERS GLAZING low HT EXTERIOR PERIMETER CAULK BY OTHERS BUCK WICTM 1/4' MAX. SHIM SPACE SHIM AS REOD SEE NOTES) EMBEDMENT FLANGE TYPE WINDOW FRAME Q CAULK BETWEEN JAMB Q WOOD BUCK & MAS'Y OPENING BY OTHERS GLAZING Q INSIALLATICN ANCHOR 3/16' DIA. TAPCON ONE BY WOOD BUCK BY OTHERS EXTERIOR \ CAULK BETWEEN PERIMETER CAULK O GE BY OTHERS BU« WINDOW IWDTM CONCRETE OR MASONRY C^ _ OPENING FLANGE TWINDOWFRAMEYPE SECTION 2 BY OTHERS STUCCO HEADER By OTHERS BUCK WINDOW MEIGMT WTH FLANGE TYPE WINDOW FRAME SILL Pl A C d D _ E_ 1 2, WINDOW H / HGT. F G MAPBLE SILL STOOL BY OTHERS PRE -CAST SELLJ CAULK BETWEEN WINDOW FLANGE BY OTHERS & PRECAST SILL WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR y1o u7L DATE,9M COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINOOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIDTM/HEIO+T EXTERIOR INTERIOR HEAD JAMBS 12 X 60 40 sa D.E.F.O D.E. 12. X 72 40 IIICC H.1 15 X 16 40 106 A.8 HJ 21 X 16 40 6955 AS F. 2+ x 24 40 45 A,8 F,G 24 x 30 40 40 A.8 F.G 2+ x 3648 AO0 40 A.B D.E 24 x24X 60 40 40 A,B FD.EF.G 24 x 72 4p 40' A.B D.E F.G 32 x as ap 40 A•8A,B D.EI.G O.E.f,G 36 x 24 40 00 A.6 0.E.F,G 36 x 8 40 40 A.B 0.E.r.G 36 X 7224 4040 40 A.B D.E.F.G 8 x48X 48 0 A. D.E f.G 48 X 60 AO0 40 A.B D.E 64 X 74 40 0 A.8A.B Gtf.GF.G 72 X 38 40 040 A.8 O.E F.G72X6040 A.B HJ 7}'X t6 a0 40 CENTRAL FLORA B. O. A. F. MANUFACTURER NAME: M i E.NFIi AL JI WMINUM CENERAL NOTES: MASTER _FILE ,I rA 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEN 116 ADHESIVE CAULK OR APPROVED EQUAL. . 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SELL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEµAROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER REV TANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DELGNLOADSWILLBELIMITED1040.0 PSF DUE TO WATER TEST PRE55URE OF 6.0 PSF ACHLW VED IN TEST. 8) INSTALLATION: FUN GE 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 70 TAPCON LOCATIONS. 10) INSTALL 0 SCREWS OF SUFFICIENT LENGTH, TO PROVIDE 3/4' MIN, EMBEDMENT INTO WOOD BUCKATALLOTHERFACTORYAPPLIEDINSTALLATIONMOLES. IF FACTORY APPLIED MC -ES ARE NOT PRESENT. 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 QUANTII! USTED WLTN NEXT LARGER SZE. FOR THE APPROPRIATE DEVON PRESSURE REO'D. 12) CENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TC THE 1550 SERIES. k Rd - ClrroM- TX 750% • P.O: Bo: 618072 • DoBIr: 1 753d1 INSTALLATION. C,ETAIL SERIES 1.150/1550 F'_ANGE PWSOME N/A ccN.__ .. 1_'n/Ot B I GFN:'C: SHEATHING BY OTHERS FB INSTALA71ON ANCHOR SCREW SHOWN (TYP.) EXTERIOR—\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER RI FIN TYPE' — WINDOW FRAME SILL CAULK BETWEEN FIN / B INSTALATION ANCHOR SCREW SHOWN (TYP.) HIM AS REOD. h SHE ATING (SEE NOTES) 2 % WOOD BY OTHER$ 1" MIN. FIN TYPE EMBEDMENT WINDOW FRAME BY ETWEEN JAMB SHEA k FIN 2 X WOOD 6Y 0...TS BY OTHERS I' MIN. EMBEDMENT SHIM AS REO'D. SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. —may ANCHOR (TYP,) FO— O ot O' O SILL STOOL BY OTHERS 24' 0.0 / MAX. (IYP.) O o WINDOW EOUALLY SPACE - ANCHORS (TYP.) HGT: o 0 O / O PERIMETER CAULK BY OTHERS SHIM AS REO'D. o SEE NOTES) 1 0 o O. o 0 1 6 MAX, (TYP.) B'SCREw IN57ALATION 2 X WOOD ANCHOR SHOWN BY OTHERS _ TYP.) 6 MAX. (TYP.) CAULK BETWEEN 1- WINDOW FIN ELEVATIONExTERIORSHEATHING BYIO HERS EMBCDMENT VIEWED FROM EXTERIOR . SHEATHING SECT10N I BY OTHERS i5•` r.3fs-L GA 3 HAIaaTIAMMER i3,0ffMASTERFME TFrZcI A-LUN'lAl(IA+T — COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO, OF /8 SCREWS NO, OF 0.090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF RE0'D. IN FRAME REOb. IN FRAME W1OTH/HEIGHT EXTERIOR INTERIOR HEAD SILL OCA. NNB MC AD SILL O EA JAMB 16 X 30 109 109 2 2 2 2 2 3 t6 X 10 83 e3 2 2 3 2 22 3316X50X50636330222233222 20 X 30 86 86 2 2 2 2 22 4 20 X 40 73 73 2 2 33 12 2 A 20 X 50X60 59a8 59e 22 22 2 2 a 2e X 30 5T 5 7 2 3 18 X 40 52 52 1 2 3 22 2 28 X 50x 46a 6 2 2 3 2 JO X 30 52 52 2 2 2 1 2 23 30 X 10 49 49 2 22 33 22 2 a 30 X 50 30 x 0 a3 a340 22 2 3 2 2 a 3e X 30 1 al 3 3 73 3 318Xa0t040 3 3 3 3 A 38 X 50 a0a 40a 3 J 3 3 5 a0 X 30 40 40 2 3 3 3 10 X 40 40 a0 33 33 33 3 3 A 40 X 50 40a a0a 3 3 J 3 S a a a 1). SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SKM MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERLAL ALUMINUM ALLOY 6061. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL K JAMBS. a) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AS7M E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUREME.1 OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO a0.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7)' INSIALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WIN TWO By WOOD STUDS. USING 0.090 H. CIA NAILS OR /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE. 8) IF EXACT MNOOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUAHTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUMY 1140 SERIES SINGLE HUNG I$ SHOWN, TH15 PRINT ALSO APPLIES TO IKE 19a0 INSULATING GLASSSINGLE HUNG SERIES. 1 o .. i T151 001W.CrobyRd.•Callo180.T7SW6AP.gas619022•D.L ASSEMLY DRAWNG W LE WNDOSERIES1140/1HUNGBBcaaart sHc a IT EcN _ 11/05/Ot B GEN-0013 1' MIN. SHEATHING EMBEDMENT BY OTHERS CAULK BEHIND FIN EXTERIORFINISH Br OTHERS PERIMETER CAULKBYOTHERS FIN TYPE J VINDOV FRAME HEADER GLAZING — SCE NOTES) EXTERIOR FIN TYPE FRAME sit PERIKETEI BY OTHER EXTERIORFINISH BY OTHER CAULK BI SMEAI HI(._ 9Y oTHERs WINDOW WIDTH' L, 1/4' MAX. I- SHIM SPACE 2 x BY WOOD BY DTMC RS SHIM AS RCO'D. 2 X WOOD BY OTHERS FIN TYPE WINDOW 8 INSTALLATION FRAM[ JAMB AMC HDR SCR[V GLAZING 1' MIN. SHIM A$ R[0"D' ( SEE NOTE ST EMBE DMCNi I/4' MA X. MIM SPACE, WINDOWHEIGHT 2MA: WINDOWHEIGHT L CO'0. 1/.•'MAX SHIM SPACE LD INSTALLATION ANCHOR SCREW 2 x WOOD BY OTHER$ EXTERIOR PERIMETER CAULK BY OTHERS 40 INS7ALLATID( ANCHOR SCREW EXTERIOR FINISHTHERS CAULK BEHIND FIN BT O' SECTION 2 SHEATHING BY OTHERS 4 COMPARATIVE ANALYSIS & ANCHOR CHART VINDUW DESIGN PRESSURE N0, OF KB SCREWS NO. OF 0.099 DIA. NAILS SIZEINCHES) CAPACITY IN PSF REQUIRED IN FRAME R(OUIR[D IN FRAM[ VIDTH/MCIGMT EXTERIOR INTERIOR HEAD L SILL B EA JAMB HEAD L SILL B EA JAMB 2D . 30 40 A 2 2 22 222D % 40 AO i0 2 3 2 320z50 0 . 60 40AO 0 22 3 2 3 30 . 30 4 40 2 2 2J0 . 40 400 40 2 J 2' 3 30 X 50 30 . 60 40 1 40 40 22 312 4 40 x 30 40 0 3 2 3 340X4040033 3 4 40 X 50 40 x 6 40AO 4040 33 31 3 S SOA 30 40 40 2 A4 3 50 X 40 50 . 50 50 . 60 404040 404040 333 33 A 45 40 40 4 CENTRAL, FLORIIMA R. ®.A:F4 MANUFACTURER NAME; utLLl/i+4L A/ f /M/nlUii MASTER FILE # x NOTES' I) WHEREPOSIT I VE TDESIGN LOERADSCVILLTESTBELIMITIIEDTOREKENTO10.0 SPSF OrDUE STO WATTAERIGN DAPPLTESTIES. PRESSUREOF 6D PSF ACHIEVED IN TEST. 2) INSTALLATION: AT1DN: FINFRAME WINDOW IN WOOD FRAM[ OPCNING E -I TWO M WOOD STUDS USINGzBSCREWSOFSUFFICIENTLENGTHTOPROVIDEMIN1' CMBCDMENT INTO SUBSTRATE OR DD99 1N DIP, NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE DUANTITY LISTED 2 VITH ME KT LARGER SIZE. 4> SHIM AS REO"D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE MAX. AL LOVABLE SHIM STACK TO BE 1/4', ANCHORS (TYPJ 5) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6061 61 USE LATCX CAULK BCHIMD WINDOW FIN AT HEAD, SILL L JAMBS, I 7> USE LATEX CAULK FOR PERIMETER SEAL AROUN EXTERIOR OF WINDOW FLANGE. BI GLASS THICKNESS MAY VARY PER REOUIREMENTS Or AS TM C1300 GLASS CHARTS. SINGLE GLAZING IS SHOVN, INSULATING GLASS ALSO OUALIFIED. 9) GENERAL ALLP41NUMS 1100 SERIES PICTURE WINDOW IS SHOWN, THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. ( TYPJ 6' MAx. ( TYPJ Fl FVATIQj VIEWED FROM OM EXTERIORj —— CAULK BETWEEN - WOOD BUCK t ASDNRY OPENING BY OTHERS CAULK BETVEEN VINDDV FLANGE L WOOD BUCK CONCRETE CII MASONRY OPENING BY OTHERS i EXTERIOR FINISH — BY OTHERS' PERIMETER CAULK - By DTMCRS FLANGE TYPE - WINDOW FRAME HEADER WINDOv EXTERIOR HEIGHT FLANGE TYPE — WINDW FRAME SILL PERIMETER CAULK BY OTHERS a a EXTERIOR FINISH BY OTHERS 4 CAULK BETWEEN WINDOV FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING 8T OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION ME BY WOOD NOTES. BUCK IT DTMCRS 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SMIW. MAX. ALLOWABLE SHIM STACK TO BE INSTALLAiIDN ANCHOR F/ 3/16' Dix; TAPCON D) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. 3) USE LATEX.CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS. A) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW %I HGE. SHIM AS REO'D 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. ISEE NOTCS) 61 DESIGN PRESSURE CAPACITY DF WINDOV L INSTALLATION IS LIMITED 7G a0D PST. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONST OPENING. USE t 3/16- DIA. TAPCON TYPE ANCHORS GF SUFFICIENT LENGTH TO PROVIDE MIN 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L 24' O.C. MAX. BETWEEN. Q 1-1/4' MIN, B) BUILD DOVN.AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS, EMBEDMENT G BUILD DOWN Ha1ST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSTER'LOA0 FROM WINDOW TO THE STRUCTURE. 91 ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LI*IT USE OF THIS i' 1 SHIM SPACE PRODUCT TO THESE TvO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAm BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIRED WINDOW FRAMING SYSTEM. CENTRAL FLORIDA B.O_A_F. MANUFACTURER NAME: CGAIER Al Al 0,AfI /y MASTE i FILE # EAAZIK (TTP, SEE NOTES) HGHHEIGHT SHIM AS REO'D SEE NOTES) ONE BY WOOD 1/P MAX. SHIM SPACE d 1-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/16- DIA TAPCON 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR WINDOW Wit 1 HEIGHT HE 2 I 7A1'. 11--1$ VISIQN qxX WIDTH - SHIM AS RED'D SEE NOTES) FLANGE T WITP[ NDOW FRATE WINSHIN SPACE 1- 1/E' HIM. EHBEDMENT CAULK BETWEEN WOOD BUCK t MAST OPENING Q BY OTHERS INSTALLATIDN ANCHOR UATIK TP. - 4 3/16 DIA. TAPCON SCE NOTED ONE BY WOOD PERIMETER CAULK BUCK By OTHERS By OTHERS EXTERIOR FINISH CAULK BETWEEN Br OTHERS WINDOW FLANGE WOOD BUCK VIK10v wiDIH CONCRE tE DR MA$ pNR OPENING SECTION 2 BT OTNER$ I WINDOW WIDTH ----i ELEVATION VIEWED FROM EXTERIOR IF--:: im=* tD01 M, Crosby Rd.- CarYABlon, TX 75006. P.O. B.T 819022 • DdI.. TX 75591 awIN4 erzn:.nn. INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW V. L. ..o. ). '.. BB N/A CCP MTE 4 MX 3T I EC. - 3/20/02 B I GEN-0A.n^ 25 r 1 r 5HE A TH.G By OTHER! CAULK ei EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE CLAPNC (I.. .. . SEE NOTES PIN TYPE — FRAMESILL / PERIMETER CAULK J BY OTHERS / Je INSTALL, TION J ANCHOR SCREW VYP.) EXTERIOR FINISH --- BY OTHERS CAVILA BEHIND FIN - SHEATHING BY OTHERS RS ALLATION SCREW (TYP.) IIM AS REO'D. E NOTES 1/ I' MAX. SHIM SPACE I I DESIGN PRESSURE U?ACITY OF WINDOW @ INSTALLATION IS 40.0 Py. Z) 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. a B" O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BT WOOD STUCS. USING /a SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6- MAX. FROM CORNERS Y =: CC MAX. BETWEEN, A) SHIM AS REO'O. ACJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. WINDOW FRAME MATERIAL; ALUMINUM ALLOY 6063, 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. T) USE LATEX CAULK ;OR PERIMETER SEk AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CUSS CHARTS. 9) eUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD. DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUArELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE T100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. UNTMAL- FLORA B.O.A.FI MANUFAC$ UAER NAME: MASTER ELE Jw WINDOW WIDTH .. HEIGHT I WINDOW HEIGHTMAX. SHIM SPACE SHIM. AS REOV. p III SEE NOTES ELEVATION VIEWED FROM EXTERIOR 1- MIN. j X FRAMING EMBEDMENT BY OTHERS SECTION 1 SHIN, SPACE TWO BY FRAMING SHIM AS, REO'D. BY OTHERS FIN TYPE T--- FRAMEJAMB1- MiN EMBEDMENT SNEATING BY OTHERS DLAIINc ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR ! a INSTALLATION ANCHOR SCREW (TYP.) WINDOW WIDTHPERIMETER CAULK BY OTHERS SECTION 2 r• WINDOW WIDTH =j 0 0 WINDOW 0 HEIGHT O 1 --.* J ELEVATION VIEWED FROM EXTERIOR CAULK 87EN WOOD BUCK III MASONRY OPENING BY OTHERS ONE BY WOOD BUCK Br on+Ea . CAULK BETWEEN WNDOW FLANGE R WOOD BUCK CONCRETE OR MASONRYOPENING BYBY OTHER — EXTERIOR FINISM-7 BY OTHER / PERIMETER CAULK J BY OTHER FLANGE. TYPE WINDOWHEADER FRAME WNDOW EXTERIORHEIGHT FLANGE PE SWHOM FRAMEILL PERIMETER CAULK BY OTHER ONE BY WOOD BUCK BY OTHER WSTALLATION ANCHOR BUCK WIDTH 3/16" DIA. TAPCON EuIBEDME NT Sulu AS REDO FLANGE TYPE 1/4-SHIMSPACEMAc. -- SHIM AS REO'D. SEE NOTES) Q SEE NOTES) WNOOW FRAME JAMS CONCRETE OR MASONRY OPENING a 1 I/4" MIN. BY OTHER EMBEDMENT INSTALLATION ANCHOR 3/16" DIA. TAPCON PERIMETER CAULK I a BY 01MERS CAULK BETWEEN 1/4" 5qM I WINDOWW WIDTH +I WOOD BUCK 8 MASONRY OPENING SPACE uAX. BY OTHERS . EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINBY OTHER w00lrBUCK BUCK HEIGHT SECTION2 ANCHOR (TYP.) J K a PRE CAST SILL / a a OTHERS / CAULK BETWEEN WNDOW FLANGE h PRE CAST SILL WIN VULKEM SECTION i 116 .DHESIvE CAULK OR SCHNEE uOREHEAD 8500 AOnESiA SEALANT NOTES DOW GHT 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH. LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4" 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED 70 THE SUBSTRATE WTN WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 4) 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 61 GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E13000LASS CHART SINGLE GLASS IS SHOYM. INSULATING CLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1450 SERIES MODIFIED SLIDER 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING CLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WNDOW W CONCRETE OR MASONRY OPENING USE 3/16" DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROWOE MIKA-1/4 EMBEDMENT INTO SUBSTRATE A LOCATION SHOWN ON CHART. 9) SEE ELEvAT10NS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL / 8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/ MIN. EMBEDMENT IN70 WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE ICONS ARE RED-D. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WTH NEXT LARGER 52E. ' O P 2 G COMPARATIVE ANALYSIS k 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 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 HA 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 35 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,8,F,G 72 x 55 40 40 H,K B,C.D,F,G MANUFACTURER C,( E, I`7d'T p'RAI(.,' r FL1 ORMA,L B. O. A.F. WINDOW 1F1AN UL AC d Y.1RER NAME: MOTH ELEVATIONVIEWED FROM EXTERIOR. MASTER FILE # - O DATE 3/ 2E r SHEATHING CAULK BETWEEN FIN .SHEATHING 2 X FRAMING BY OTHEis & SHEATiNG 6Y OTHER BY OTHERS 7- MIN _ I CAULK BETWEEN 3S SCREW :NSTALATION 'j EMBEDMENT 1/A MAX' SHEATHING & FIN jHIM .AS REO'0 SHIM SPACE BY OTHERS ANCHOR (TYP;) 2 X FRAMING ( SEE NOTES) E%TERIGF, FINISH ET OTHERS BY OTHERS FIN TYPE 4. 1"MIN, WINDOW FRAME 'EMBEDMENT PERIMET-c.R CAULK 1/4• MAX, JAMB BY OTHER SHIM SPACE i1 ye SCREW s INSTALATION F:N TYPE \ I ANCHOR (TYP.) VCNDO'W SHIM AS REO•D LlY- ll FRAME HEADER SEE NOTES) YXNDOw WIDTH EXTERIOR FINISH BY OTHERS WINDOW xT RI PERIMETER CAULK HEIGHT BY OTHERS EXTERIOR FIN TYPE SECTION 2 NOOWY.1 - 6"MAX.(TYP ). EDUALLY SPACE 6" MAX.(TYP) ANCHORS (TYP HEAD. SILBYLSTOOL OTHER&JAMBS] PERIMETER CAULK- I L 1/4 . MAX. BY OTHER SHIM SPACE SHIM AS REO'D 1 yB ? ALA S: REWTION (SEE NOTES) WINDOW BY OTHERS ExTEi: OR \ INS \ \ aNC OR (TYP.) 2%'FRAMING HEIGHT EY \ \ F: NtS- \ 1 0"HERS `CAULK -BETWEEN COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REOD. 099 NAILS RECD. 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 1 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 1 4 3 7 5 ki WINDOW FIN & c HEI"H1NG - SHEATHING a 2r•ly1)[ AL FLllnll.'1111A B. O.Fe BY C-HER 1- MIN. EMBEDMENT 1 Ac A wivTlG+ACT 1R MLVE: SECTION 1 ANCHOR (TYP.) Ls1ti^ li lJi ltl Al- VVeZ/va RI_ NOTES: 24- O.C. r 1) S V AS REO'D. ADJACENT TO EACH INSTALLt T:ON ANCHOR PATH LOAD mAX.(TYP). qg a eTfY[!+D m! TL• J. p. BEARING SHIM MAX. ALLOWABLE SHIM STAG TO 2E 1/A. NIA Il SCSI l E # A 2) W:•DOW FRAME MATERIAL ALLOY 6063 - WINDOW WIDHT 3) US: LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 1W, 4) USE LATEX CAULK FOR PERIMETER SEAL ARO9ND Ex1ER10R OF WINDOW +. FF. utE. 5) G:ASS THICKNESS MAY VARY PER THE REOUI?.EMEvTS OF ASTM E1300 ELEVATION -• 51'.GLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO QUALIFIED. i:•ti r- ( IW1[CnsbT ll•Ca•sM•M1R 7509i •rA. II. etf7t7 •DAMA.n 1391 p) DnAMTW A y Ve3 TO STUDSUSING of FIN faAME WXN.JW w WOOD FRAME OPENING VIEWED FROM EXTERIOR''• •' W. TWO BY x'30D MIN. ; V MB ME w 01A Nz--5 Oq 46 SCREn OF SUFFIUENT '•A INSTALLA71CIN. DRAWING WOOD FRAME STRUCTURE lE.,TH i0 PRONOE MIN. EMBEDMENT INTO SUESTR+._ 7i IF -EXACT YANO'W SIZE IS NOT USTEO Iry CHART, .;SE ANCHOR OUANTITY LISTED WITH NE.- LARCca SZE. SERES 1150 /1980 MODIFIED HORIZONTAL SLIDER 8; GE\ERAL ALUL•NUM•S 1180 SERIES HORIZONTAL X' OEi .S S.O—. THIS PRINT ALSO ORN CnKp f:AIL APt:ES TO TFE 1950 wSULATING CLASS HORIZONTAL 5L:DER SERIES " - BB N/A TTM l I DATC a NVMCR 03/ 11/0JRN 2 I GEN-DO2° N¢...o e....„^. rtt..woa. coA.:se .rtw.na.. •. sMz :w. .I.*-.o. !.co. s:+•s +rt Iw-• tos-c:is •A. cw+• ea-=w WINDOW FRAME JAMB TYP-) DWG N0: I II INSTALLATION I I I MULLION I I ANCHOR ANCHOR I II MULLION TYP.) BRACKET AIN CENTRALBRACKOET — F' L® A B. 0' INSTALLATION iUACTURER 0 v a c SECTION B-B TER FME # 8 SELF TAPPING SMS (TYP.) SUBSTRATE MULLION DIE NO, 1445 SECTION A- A v EXTERIOR ELEVATION GEN-0452 GA- P MULLION DIE NO. 1445 i I I ANCHOR TYP.) i v ° SEE NOTES 2 & #3 0 v {.— 1— 7 / 8 --I NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE, 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD SCREWS OFF SUFFICE TAMEOLTHRTOTION, ATTACH CHIEVE 1-3MULLIONIN. EMBEDMENT ATEINTOSINGWOODIO FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD 8c SILL. AREA. ENERAL ALUMINUM CORP. CARROLLTON, TEXAS N VERTICAL MULLION INSTALLATIONDETAIL LUMINUM TUBE MULLION, DIE NO.1445 ORN: JSAPRVD:— — — DATE:3/1%/02 SCALE. MATL: — — — — DWG NO GEN-0452HALF PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL 7Y, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12Jan-2002 01-1201 r 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 11.7 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA17ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054366 CA020122 FEB. 19, 2002 02-0217 x GENERAL ALUMINUM CORPORATION FLANGE HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION DIE #1445 P.W. SIZES wDw. wrH. > 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054)366 t.. "iA"j CA020123 FEB. 19, 2002 02-0217 q—U4U1 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MULLION DIE NO. 1446 SECTION A -A MJLLION DIE NO. 1446 f INSTALLATION ANCHOR TYP.) v ; ° SEE NOTES 2 & ##3 I I a I 4 SUBSTRATE -- 1-7/8 SECTION B-BCENTRALFLORIDA - - 0 x T LJ M• •WL \ UAC Y R 11JAME OEXTERIORELEVATION - E i1 MASTER FILE # 5' o3 Trr r - 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 DRN: is APRw: ---- DATE: -73/1 ,, `:_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD LAREA: - - - - FRAMING. FT: ---- SCALE: HALF MATL: — — — — DWG NO: EnI—^—:i PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 A ZONE 407-805-0365 FAX •C7-A.5-03: I 1. SHEATHING BY CTHEP.S OR SIDINU BY OTHERS PERIMETER CAULK BY OTHERS I SLIDING GLASS DOOR. _FRAME SILL 1/ SNIM AS RE'D'D INSTALLAT!CN ANCxCR — DOOR VIDTH /P MAX. SHIM SPACE TV0 BY VOOD SEE'NOTES) :8 SCREV 1-1/8 MIN. BY OTHERS'. EM3EDMENT CAULK BETvEEN TvO 3Y vOOODOCP. FLANGE SLIDING GLASS L SHEATHING °Y OTHERS DOCR FRAMEV JAM9 SLIDING GLASS DOOR - HOOK STRIP SHIM AS RED'D. \ I/i• nA.. (SEE NOTES) I \ I SHIM SPACE 8 MIN. EMBEDMENT J SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ DOOR MEIGHT D EMBEDMENT JIUtf d 1-1/4' MIN. L D I LIBERALLY" APPLT RL'LKING UNDER SILL OR SET SILL.fN BED !N$T ALLATIE'N ANC:iCR OF C:NCRETE 3116' 01A. TAPCON l /^ SECTION A -A jNSTALLATION ANCHOR D8 SCREV TEMPERED GLASS CAULK_BETVEEN TYP.) DOOR FLANGE L SHEATHING SHEATHING PERIMETER BY OTHERS CAULK BY TEMPERED GLASS OTHERS STUCCO (TYPJ GR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B A -I EXTERIOR ELEVATIGN 2 PANEL DOOR SHOVN 12002 N'TALLATIGN ANLMCR 6 SCREv 1V0 ByvGOD By OTHERS CAULK BET VEEN HOOK STRIP l SHEATHING 1-1/8' MIN. EMBEDMENT SHEATHING — BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1®i HATCRIA, A,LNtwI ALLOT 6a61 ZI AD WSTALL+iIa SC-CVS —' SC IF ""'CT T LCI&Tw TO +[NICK ST ENDEMHT7HI/e• IHTO VO06 lIPCBM T , INSTALL+TIpH AACIOtI AT Sllt IyST RC Q IyrrICICNT LENGTH TO ICMIEVI -IN CHIEDNENT OF i-VA• INTO NASON14 OR CCr4RETC T INSTALLATfOH +A[HDR CNART a" SACK OF twlS SIEEt. USC SILICDN{ZCD KRrLIC CAUL[ TEMIHD Dg rLAA4E AT MEAD L u•M3% SIL ICTSII ZCD •CRYLIC CALLA r01 PERINETIP SEA, ARWAO Ea TCRIDR Or DOOR.. Li If ElACT DCSDI SIZE IS NET LISTED IN AKN01 CMMT. LSE +H_MOR OUAIITITT LISTED WITH KIT LARGER T(_C. fpt IIc •P/Rp41+? OES IG IRESSVK RC0'0. T) rCR POCKY COUP fIZIS VSC CLOSEST 7Y/ASS DOOR SIZE L COW ICARtwf m+ TO FINISHED 7CHIHG B B RILE INSTALL+tIOMTANC141i. IN rig., Or I Ofc STRIP AS 11DIGLASSTNICINCSSwAVMrICRREOUIRCHENTSOrASTNEI)oD ,LAST CHARTS. 91 DOOR UNIT IS APIROVED uSING TCNERCD GLASS IH S11L rT ZED DR INTLLAi1HC. (A.aii10> JAHR / SILL Cp4HCRT ARE TO SC SEALED IT. • SNALL AINT SCAN ICA,C0. 111 SNIN •S REO.0. •T CA SET Or INST ILA f IIIM AwCMOti wAL. A,LOva7LCTCRIA,S? TO R 1/A'. 121 ALL INS iALI+TIt71 ANCti)RS MUST K NAT I'r CERup21OM REIISTAHED ' "° MIRGVED Ipl VwCRE 'I' RE!RCSENTS MOVING PAKL •ND 'co' RCPREiCMTS ,: THIS SHELET• CZNFIG&LIEMT ARC AS LISTED OA ANCHOR HART CK LACT< Dr I.) LOT ALL C:]i IGURATICIK LISTED •LOVE ARE SHOVN ON THIS ORAVING. HpVEVEA INSTALLATIONSECTION' 'A -A'• 'D-D' L ICI STRIP OETAIL APPLY TO INSTA,L+TI(Y• 6 ALL-ARPRpvtD CONrIGRAT[C+IL N TMIS IROfT +LSO AIPyES T7 15> rLORLOA CITRUDCRS- .. 'RIGS SLIOIIG GLASS DOCK it SMOV aaac S-aRICS AND Sao =Ifs. 7M7,10I P I D A EXTRUDERS IN.T. INC. SANFOPD FL. TIME:LIDING ,GLASS DOOR STALLATION WITH =8 SCREWS By: S3 APPRO'rED 9Y: ISCAIE: Yi; IDWG=SLEACe? ! 3 = n 0 NOMINAL DOOR. SIZE AND CONFIGURATION DOOR SIZE OUANTITIES IN HEAD 8 SILLI OUANTITIES IN EA. JAMB IQUANTITIES IN EA. HOOK STRIP UP TO 45 PSF I 46 PSF TO 60 PSF 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 70 PSF I 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF TO PSi a06B xx, Ox, X0 5068 Xx, Ox, xO 5069 xX, Ox, X0 8068 xx, x, X0 Ox x0 48 X 60 60 x 80 72 X 80 96 x 80 120 x 80 6 6 8 10 6 6 8 10 6 6 8 10 8 8 8 8 E 8 8 8 B 8 8 8 8 8 8 4 4 4 4 4 4 4 a a 4 a a a 4 a 0068 XX. 5080 xx- Ox. XO 6080 xx, Ox, x0 Soso xx. Ox, xO OX xO 60 X 96" 72. X 96 96 X 96 120 x 96 ' 6 S 10 6 8 10 6 B 10 10 10 10 10 10 10 10 10 10 IO 10 10 5 5 5 5 5 5 5 5 5. 5 5 5 10080 XX 50100 xX, OX, XO I60100xx, Ox, X X x 60 X 120 72 X 120 96 X I20 6 I8 6 8 6 8 12 12 12 12 12 12 12 12 12 6 6 6 6 6 7 6 7 8 0 XX 9068 Ox0 l2068 Ox0 Ox0 109 1/8 X 80 lay 1/8 X 80 I81 I/8 X .80 2 14., 16-: 12 14 16 12 la 16 8 8 8 8 8 B B 9 B a a 4 q 4 4 4 4 4 15068 9080 Ox0 12080 Ox0 OXO 109 1/8 X 96 145 1/8 x .96 181 1/8 k.96 12 la 12 14 12 14 10 10 10 10 10 10 10 10 10 5 5 5. 5 5 5 5 15080 90100 OXO OXO 09 1/8 X 120 145 1/8 X 120 12 14 I I2 4• 12 4 12 12 12 12 12 I12 5 a 7 4 8 9 120100 9068 Xxx 12068 XXX XXX 106 5/8 X 80 142 5/8 X' s0T1785/8 x 80 2' la t2 l4 16 12 14 8 8 B 8 8 I8 4 4 4 4 4 a 15068 goso xxx5/ 82080XXX 15080 XXX 9oto0 xxx xxx 1006s Oxx0 12068 xx0 1606E OxxO. 1 XX 12080 OxxO 15080 Oxx 10o100 XXO 160100 0xx0 1 XXXX 12068 XXXX 1606E xxxx 10080 XXXX 12,OS0 xxxx 150E0 xxxx i0 1100 xxxx 120100 XXXX 160100 xxxx lag X 96 178 5/8 x 96 106 5/8 X 120. 142 5/8 X 120 119 5/8 x 80 143 5/8 x 80 191 5/8 X 80 d X 'b 143 5/8 X 96 191 5/8 X 96 119. /8 x IN 191 5/8 x 120 1/a x b I 141 1/4 X 80 l89 1/4 X 20 I lL/ 1/a X b lai 1/4 X 96 lS9 1 4 x 96 I lU 1/4 X 120 X 014I1/4 !2 185 1/4 X 120 14 16 12 e 12 14 18 L2 14 18 12 I 18 14I14 16 I 12 14 16 I 12 4 16 la 6 I 12 a 12 14 IS 12 14 18 12 I IE 12 I la 16 I l2' 1 I4 16 I 12 I` 14 16 12 14 t6 12 a 12 14 18 12 14 18 12 I 19 2 14 16 12 la 16 I l2 1- l7 10 10 10 12 8 I 8 8 lU 10 10 IE I 12 I d I . 8* 8 10 10I I I i22 10 10 12 112 2 I 8 9 8 10 10 1 12 e 8 8 10 10 12 1p 10 I10 12 I 8 8 8 iu 10 IO 12 2 I 6 i 10 5 5 6 6 4 4 4 5 5 b 6 I q a 5 5 5 I5. 7 7 a a a 5 5 7 I 4 I 4 q 5 5 7 I IA/\ 5 B 8 a 4 a 5 5 8 4 4 5 5 6 NC.=R NOTES' 3UCK USE SAME A?IC'CR ERS FLORIDA IN TRN. N T . IN. SANFDFD. T11- SLIDING GLASS DCGR INSTALLA T iON J1 T = CIVI°_ ::.: N.T.S. m'•. .o :L='!=c7 COnCE.ETE OR SHIN A• P^VD HASOnRY OPENING (SEE NOTES) By CTriERS CAULK ErTVEEN DOOR FLANGE B VOO_ BUCK CAULK 3ETvEEN PERIME 7CR FOOD -BUCK L CAULK Br MAS'Y. OPENING D7HORS• BY OTHERS STUCCO I {{{111 BY DifcRS C INSTALLATION ANCHOR 18 SCREV (TYP. VHERE — TAPCONS ARE NOT RED'D.) SLIDING GLASS DOOR rRAnE SILL 7 D G INSTALLATION ANCHOR 3/16' DI A. 7APCON7 IN$'iACL ATION ANCHOR R8 SCREV (7YF, VHERE DNE BY WCIOD IAPCONo ARE NOT REO'D.) BUCK BY OTMCRS 1 1/4, MIN, EMBEDMENT SLIDING GLASS DOOR FRAME JAMB 1/.' D 1 SHIM SPACE 7GLASS HEAD TEMPEREDGLASS (TYP.)' DOOR HEIGHT 0 EMBEDMENT A 1-1/4' MIN A D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DTA. IAPCON SECTION A -A TEMPERED GLASS T Y P.) PERIMETER CAULK BY THERS S.G.D. WIDTH I/.• MAI. SHIM SPACE 1 1/4• MIN. iEMBEDMENTONEBY VOOD 1 BUCK BY OTHERS CAULK BCIVEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS RCO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA TAPECN CAULK BETWEEN DOOR FLANGE L VOOD BUCK d CONCRETE DR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/16, DIA. TAPCON SLIDING GLASS DOOR . HOOK STRIP CONC-r.CTE OR MASONRY OPENING —7 BY THERS / y. . l-l/A' MIN CMEEDMC NT If 4 tC L CAULK t[TVEEN 1 WOOD BUCK L MAS'Y. OPENING BY OTHERS CAULK BETvEEN HOOK STRIP L vOOD BUCK G ONE 8II WOOD BUCK BY THERS STuCCOjBYOTHERS 12S,fij,JftiTaURL B. O.A.F.TEHPCRED GLASS L z+ CT YP.) SECTION B Y(U'FACI'1UREA RBM: SLIDING GLASS OCHJR T l ^, • c'Xa X T /P INTERLOCK MASTER FILE # HOOK STRIP DETAIL A 1) DOOR MATERIAL- ALUMINUM ALLOT 6063. 2) TAPCON TTPC INSTALLATION --.ORS MUST 1E Or Rfr1CICN1 LENGTH TO ACHIEVE WNL CNICDMCNI Or INTO MASONRY OR CONCRETE. J) ALTERNATE IAPCON INSTILLATION ANCNQtS rRW7 TO BACK IN ALL rRAMC MEMBERS. A) TAPCW AMcNOR CNART (INI.CX OF THIS SHEET, 5> USC SILICOMIZCD ACRYLIC CAULK IENIND DOOL rLANGC AT HEAD L JAHLL 6) USE SILICWIZED ACRYLIC CALAK rOt PERIHCTER SEAL AROMD EXTERIOR Or DOOR. T) it EXACT DOM SIZE IS NOT LISTED IN ANC)OR CHART, USE NCNE, DWJITITT LISTED V17. NEXT LARG[ R ETC. fO< SIZES APSE CLOSEST DESIW P1tDSOLRC RC70. FORPOCKETODORSIZESUSECLOSESTITPASSDOORSIXLCO,f IGWATIW TO'rIWS O DPC NING. PL• CC HICONS IN fR A OF IDOL STRIP AS SNOVNL 9) GLASS THICKNESS APPLIEDWART PCR DESIGNATED CY ASTM CIJDo GLASS CHARTS 10) ALL FACTORY APPLIED MOLLS NGi p[S I MA TCD FOR TAPCW •HONOR D lUC K FILLED VITM .B SORE VT BBOrSLYITIENTLENGTHUSINGPROVED[ MIN A//' E-SCrwKmT SINGLINTO ED O tUCC I? DOO< WIT IS ANROv[0 10 TEMPERED GLASS IM SINGLE JOINT SE N EALCR. 1N4 (AISL IZIJAMB / SILL CORNERS ARE 10 IC SEALED V11N A SMALL AINT SEAM TEALCR. IJ1 ALL AS RE0'D. AT EN. `R O' T INSTALLATIONANCHOR. , ALLOV1ILC SHIN . KK TO BE 1/4'. 1.) ALL INSTALLATION ALLATIWANCHORS NUSi BC NA DC O C6:ROSiW RC::ST AMT w.TERIALS. tT) VHCRE — REPRESENTS N.vl. PANCL AND V' REPRESENTS rIXCD 0S L APPROVCD CDKIGURATIONSAREASLISTCDONANCHORCHARTIBALKOrTHISSN.ECT. 16) NOT ALL COW IGLR•TIONS LISTED 110vt ARE S-01 W THIS DR•VING. MOvCVER INSTALLATION EXTERIOR ELEVATION SECTIONS '• G I-1' L NpL STRIP DCTAIL APPtY TO INSTALLATION OF ALL APPRDvCD 2 PANEL DOOR SHOVN CONYATIC. K. IT) INSTALL 6C TAPCW IN C.C. PAIR Or fKTOlY APPLIED IwSTALLATIW HOLES UNLESS NUTCD OTHERVISC ON ANCHOR CHART SEE SACX Or THIS SHCET. 11) rLORIDA EXTRUDERS 1DN SERIES SLIDING GLASS DOOR 1S SNGVM. THIS PRINT ALSO APPLIES i0 2000 SE RIC$ AND UQ SERIES. REVS DESCRIPTION DATE INI - L EXTUD P I DAINT.RINC.PS SANFORD TITL£: SLIDING GLASS DOOR I I INSTALLATION WITH TAPCONS DRAWN BY: BB I APPP.Ov £D BY: lii i i I I n.•. c.50 /'OC/ni Icr.l r. AiTC nu.r _ r rVnr.?• TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & 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 PiF 70 PSF ' 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, Ox, XO 48 X 80 3 3 3 4 4 4 3 3 4 5068 xx, OX, XO 60 X 80 3 3 3 4 a 4 3 4 4 6068 XX, Ox, XO 72 X 80 a 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 A 4 4 4 3 4 5 5080 XX, OX. x0 60 X 96 3 3 3 S 5 5 a 5 6 6080 xx, OX, X0 72 X 96 4 4 4 5 5 5 a 5 6 8080 xx, Ox. x0 96 X 96 5 5 5 5 5 5 4 6 6 0080 xx OX x 120 X 96 6 A 7 c ) 5 1 5 5 a 6 6 50100 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, XO 72 X 120 4 4 4 6 6 6 6 7 8 80100 xx. X x 96 X 120 5 6 6 7 (DI) 6 8 9 9068 Ox0 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 Ox0 145 1/8 X 80 7 7 9 cD2) 4 4 4 3 4 5 15068 OXO 181 1/6 z 80 8 10 O 11n73) 1 4 4 4 3 4 5 9060 Ox0 109 1/8 X 96 5. 6 4 6 6 12080 Ox 145 1/8 X 96 7 5Z? S a 6 6 15080 Ox0 181 1/8 X 96 8 5 5 5 4 6 6 90100 Ox0 09 1/8 X 120 5 5 6;: _' t 6-.. 8t.-`•' is D1) 6 8 10I120100Ox01451/8 X 120 7 6 6 7 (DI) 6 8 10 9068 XXX 06 5/8 X 80 5::.-:-.. 4 4-- a 3 4 5 12068 XXX 142 5/8 X 80 7 7 8 (DI) a 4' "; 4 3 4 5II15068xxx178548X8018in ( t q 4" 4 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 (DI) 9 (DR) 5 5 5 4 6 6I15080XXX1785/8 X 96 8 11 O 5 5 5 4 6 6 90100 XXX 106 /8.X 120 5 6 6 6 17 6 I 8 I 10 120100 xxx 142 /8 X 120 7 n n cn ) 6 6 17 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (01) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 6 (DI) 4 4 4 3 I 4 I 5 16068 OXXO 191 5/8 X 8o 9 10 (D1) 12 (D3) 4 4 4 3 4 5 l d UXXU - 1 7/b 7(DI)b 6 7 (D 7 7 4 b b 12080 DXX 143 5/8 x 96 17 8 (DI) 9 (D2) I 5 5 15 4 I 6 6 16080 OXXO 191 5/8 X 96 19 n ) 14 () 5 5 5 4 6 6 100100 OXXO I19 5/8.X 120 669 7 (D1) b 6 i (Dll 6 5 !0 120100 OXXO 143 5/8 X 120 7 9 (DR) I 10 (D3) I 6 6I 7 (D1) I 6 8 10I160100OXXO1915/8 x 120 10 (D1) D4> 16 (D7) 6 6 7 (D1) 6 8 10 10068 XXXX Ili 1/4 X bu 6 6 4 4 4 D 12069 XXXX 1189 I I 14 I I16068XXXX1/4 X 80 9 (DI) 0 cD2) 82(DD4) 4 4 3 4 5 10080 XXXX f 117 1/a X b 6 7 (D1) 12080 XXXX 1 141 1/4 X 96 7 8 (D1) 9 (D2) I 5 I 5 51 I 4 6 6. I I16080XXXX11691/4 X 96 9 (DI) a) tz (s) 5 5 5 4 6 6 100100 XXXX 111/ 1/44 X 120 DI > 6 6 (D1) t 6 8 l0 1_0.00 XXXX 1.1 i/. X 120I 7 168 (D1) 10 (D3) 17 6 6 7 (DI) \ n8' I l0IIIIi60100XXXX1891/4 X 120 i0 (DR) t (nv) 5 (D7> 6 6 7 (D1) F 8 l0 Fc 2 /, 4NCHOR NOTES: I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. -DI- THRU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP.EATIONS TWO TAPCONS ARE REDID. 2) -D1' 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) 'D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5' MEANS, INSTALL TWO TAPCONS 1N FIVE.SETS OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7- MEANS. INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT"TO INTERLOCK OR BUTT STILES 1N HEAD L SILL. B: SECONDLY. AT EACH END OF HEAD 6 SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A d 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 NEAR HEAD L SILL CORNERS. C: LOCATIONS 1N JAMBS OTHER THAN AS LISTED IN A & B. 11'll / EXTRUDERSr f_ L R I 1 A INT. INC. SANFDRD. FL. 1IIL SLIDING G'_ASS DOOR TAPCON r,;__.SS CHART r[I] tC— i::^-K CML N.T.S. GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL S.H. SIZES ALUMINUM MULLION, DIE #1446 26.500 30.500 705 229 101 37.000 705 220 91 48.000 705 219 85 53.125 705 219 85 WDW. WTH. > WDW. HGT. V 19.125 26.000 758 705 38.375 293 243 50.625 138 109 85 78 73 70 65 63 59 62 58 54.625 108 55.625 80 63.000 P69 53 48 43 37 36 34 31 27 23 J2272.000 45 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 8 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 GENERAL ALUM/NUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 f7 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 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 yy CA020036 JAN. 11, 02 01-1201 SEE NOTES DIG No: GEN-0453 1 MULLION INSTALLATION D 4 ANCHOR ANCHOR BRACKET TYP.) WINDOW FRAME SILL 8 SELF .TAPPING pCTYLLSMSCTYPJMULLION a 1-7/8' INSTALLATIONANCHOR BRACKET. v ANCHOR CTYP.> a MULLION DIE NO, 1447 _ — ---- a TR 4A'PR FLdbA)B, 0.. r 2. SUBSTRATE ACTURER NAME: MULLION a NCI L L U DIE NO. 1447 1-7/8' WINDOW FRAME HEAD TER FILE # CTYPJ SECTION B-B v v SECTION A -A NOTES 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1447, EXTERIOR WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD T SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY, 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP, AT JAMBS, F NERAL ALUMINUM CORP. CARROLLTON, TEXAS c V ;'[T17TLEORIZONAL MULLION INSTALLATION DETAIL 1 ?_` ALUMINUM TUBE MULLION, DIE NO. 1447 EL E / A T I AREA, ---- DRNI BB APRvm -- DATEFF 3/17/02N y '! # Y DvG N0 a• vT/fTr -- _ _ SCALE HALF nATLr _ _ _ _ GEN-0453 f PRCpAfiCO•. ®'1PHONE 407-805-0365 PAX •07-805-0366 PRODUCTTEGWOlOG7CORP.. no INTERNATIONAL PRVY., IICA`IFOV. FLORIDA 327/6 CTk11 GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES.. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA.020040 12Jan-2002 01-1201 DWG NO: `J-0450 MIULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUIN DIE NO. 1448 SECTION A- A MULLION DIE . NO. 1448 I II I I II I I II I I II I i t I MULLION INSTALLATION ANCHOR ANCHOR BRACKET (TYP.) SEE NOTES v a a #2 & #3 I! a c L.J _'- ' U+l AC fi YJ3V LJR 1 ti4iYJE O EXTERIOR ELEVATION 14448 NOTES: ASTER 'aE#1` 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 ALUMINUSIDE. CARROLLTON"TEX2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTAL_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA. DRN: JSAPRv0: —_1? SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD ---- SFRAMIING. wT/FT: --_- SCALE: HALF MATL: ---EN—('_= PHONE A07-fi05-OJfiS FAX A07-'_%5-C2E: PREPAP.EO BY:.PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PNWY, HEATHiR OW. FLORIOA J27.od. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 t;A V FIN VERTICAL S.H. SIZES 30.000 390 231 186 87 36.000 379 215 171 78 48.000 379 208 160 68 53.125 379 208 160 66 WDW. WTH. > WDW. HGT. V 18.000 24.000 36.000 506 427 44.000 319 262 48.000 263 213 60.000 129 102 72.000 721 57 481 42 36 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-U366 I CA020037 JAN.11, 02 01-1201 I GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &?/ 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020038 HEATHROW, FLORIDA 32746 JAN` 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 7 r f TES 1. TESTED IN ACMMA#CE WITH STAI.DMD BALOINO CODE. D-VPTER 17. TO A POSITIVE -' MO NEGATIVE 37.5 PSF. 2. DA5}N MMBEIjS FQ-RESENT VARIOIS SECTION HEIOHIS. 3. FOLR SECTION 7' HIGH DOOR 9WNO. 8' HIGH DOORS HAVE FIVE SECTIONS'. 4. SECTION HEIGHT OF 20.812. 19.00 ) 16.75 ARE AVAILABLE AND WAY BE USED -IN COBINATION 10 ACHIEVE VAR I CLIS HEIGHT DOORS. 5. EAR905$.ENT PATTERN -OF 14.50 X 20.375 SHORN. ALTERNATE PATTEIM OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE L1SED. S. TORSION SPRIGS SHG N. EXTENSION SPRINGS AVAILABLE. 7. USE THIS 9RA0(ET, REF. P M 405964-0002, ON 8- HIGH DOORS ONLY. 8. WIN70R MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IM.EDIATELY BELOW THE ICP SECTION. 2' X 6' WOOD JAA9 2' X {" WOOD JAA6 - OR EOUIVALEM pM405964-0001 - 114' TRACK BOLT 5/ 16 X 1 3/4' 5'1 REF LAC SCREW DETAIL ' E' SCALE: 1-18 9. THE STRUT PLACV,EM O4 MUM CONSTRUCTED WITH 5 OR WORE SECT IONS MUST BE CONSISTENT WITH THE DOCK 9H10HVN. THE STRi/TS FOR -THE ADDITIONAL. INTE 11LF REY TO BELACM S I TE4R THETHIRDOISSEECCTSONSARETOt 10. A "O iON SECTTwW 20. RED. CED BY THE DIFFEDIMD4RENC7_ BETWEEN THE ACTLLAL SECTION HEIGHT t 20. 812'. 11. SCREW PM 605911-0001 IS A 1/4' DIA X 518- LOVG TYPE AS HEX H{AD L.ETAL SCREW 12. POST TO BE INSTALLED ONLY WEN HIGH WIND WARNINGS ISSUED, 13, SMUT PLACDAENTS CAN VARY 13-. 4. O.WNIIIY FOR LOCKS CAN BE 0, 1, OR''2 TRACK 1+---. 9e8 f END HI NCE I' I' DOD I T.19' nn IIVIEW - O-D' t /8' DSB 2. TRACX 049 THK (VERTICAL) ff/// II` LLER DETAIL ' F' BOTTOA FIxTLRE SECTION ' C-C" 3 1/e 2• z 6' WOOD JAW 2' x WDJAA.B 'D' SCALE: 1/2 OD " OREOLAUIVAIENT. I7MTAL TRAC ti COLNIERBALM) CE OPT ICNAL SPLICE IN - ORIZONTAL TRACK AT 407665-OOD4 TOP QF RADIUS 404 2 -PLCS t0<828-0003 000 F..405964-00,02 D' TYP 2 PLCS HEI" ES, 18Q 400650-0001 HS=1 TTP 3PLACES ME:j c. HEI(M.... _._...-_-_. u,KsI046450-0003 404825-0003 TYP.2 PLCS 5.00 36.00 E STINDARD TRACK DETAIL FOR 16' 40577t-00001 404828-0003 SCALE: 1/ 16' • 1' SERIES 280 TFRU 289 ARE EOV/YALENT Ca\ISTRLJCTICN 25CA STEEL SERIES 180 ARE. SME CPNGTRL.Ci/CN AS SERIES 280 ONLY 24GA STEEL AID UD CAPS DOW TESTED WAS 281 SERIES. - I OPTIONAL WINDOW DETAIL SCALE:3/ 32 400650-ODD* SARI NG ANCHOR FS-0 SHAFT /TOPONLY FBRACKET DOOR WIDTH CENTER ST ItE ETD STIIE 9vFT- STRUTS/SECT. ROLLER BiAT j8PETR 16' 3 SINGLE I YES H512' X Z/16' JYERT'Z%E"t FT-HT)J=LO• DHIAFONARE 0*9' 10a STD.Hso 16'-0- MAX. WIDT}I- SCALE: 1/ 18'-7' INTERIOR ELEVATION SCALE: 1/ 4 SEE 16' WIDE) NOTE 4 STILE 08680- 0004.5.6 a M) 07603- 0001 8 PLCS) 401199-0001 TYP 2 PLCS 404628-0003 IPI 1YP 2 PICS. L--m-' C. 409327-DOOI A' F- TIRE I MAK3 jam- 1 7/6' THK. SECTION 'A - A' SCALE: 114 061601-0000 < I DESIGN DAD t 25NSF ± z1.as TEST LOAD 7'-0' SHOWN) 37.5 PSF ± a'-D1 AAX. HE I GHT 21.57 0575 A1VDiR W / 4-5/16 X O 1 3t4• LAG SCREW 6.04 1 T -4.01-- P/N 409328-0001 PLATE.HASP 1 106 THK. Ho 2 23/32 070 MIN P/N 401199-0001. TOP FIXTURE 0575REF 0 O O O 0 6.00 O O O PM 409331-0001 PLATE, FLOOR DOCT ION } I ATTACH TO DOOR WITH 4 SCREWS PtN 605911-0001 2 11 /32-r-1091MIN, I {t 0 t.- S 9/16' O O 2 7/16• PM 105771-XXXX EXIT. FI.TLRE FOR 180/280/290/390 SERIES ATTACH TO DOCK WITH 3 SCREWS. P/N 605911-0001 2 9/32 070 MIN 000 3 3/16 1300 O_Q0 7/1611 P/N 407603-0001. CENTER HINGE STEEL DOORS ATTACH TO DOCK WITH 4 SCREWS PM 60591t1-0001 2.765.15E DIA 375 DIA P/N 608069-0001 PIN 2.25 ({--LENGTH =DOOR WIDTH - 1' I 1/8 I 0 c c.. 271E /161 1 7/8 % L 1fL[ j 111 O 0 3 4 5/8• 518 MIN THR P/N 400650-XXXX, ROILED I-6-X STRl1T II _ PART N-MBER IN. iHK STRUT 1'--S• 400650-0001 .030 HS-1 400650-0004 .020 HS-0 - Q/N061601-0000. SLIDE LOCK ASSY i 2 9/32• H• 070 MIN o O2. H 378• Hj1. 000 108 MIN-4-.108 MIN- 0 0 3 3/16 P/N 405964 t 046450. BRACKET, SCAB PM t0596h0002. B2AOICET, SCAB JOINT O O PART. N1.6f3t P/N 407605-XXXX. ETD. HINGE 405964-0001 3-1/4 RES10. STEEL DOORS O46450-0003 4• PmT RAeER 1' x 407605-0002 as S('q8 alMCKET OETAI LS 4a7aas-Coos 1.10 F.-4.59—{ w7US-0004 i.35 407e05-0005 1.60 ATTAJ34 TO DOOR WITH r— 1.80 p! r r F cc,-+ r y r r uktSCREWSPM605917-0001 1 i -.444 . 44, P/N 404828- 0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LEIS. MAX. 1 µIS ROCN HEAD LOOK 6:25 1. 25 :..tt--. 187 1.25 r2. 50-1 1- ING NUT o _ 0 1 1/4•- 20 HEX NJT . - T 0 4.00 0 0 ® ..25 0 I 1 TIC14 : T T T 375 DIA k HOLES PM 406679-0001 LINK. P/N 408876-0001 SlPPORT 7' HIO4 DOOR— Lk,EIIATICNOCR PLATE L POST ASSY - SHOWING FLOOR PLATEP /N 409326-X700K POST pOST ASSY;VERT VERTICAL CAL waw. s apwme. m.pvaw..a w 408794-0001,2.3 - TER STILE STD ON 180 SERIES -/ PM 408680-0004,5,E Np7 -REQ'D ON 280 SERIES-.. E11 IN 605911-0001 OR M805879-000T(SELF-DRILLINGT''' - 1="' SECTION -G-G' - _- TEELSTEEL STmas 118' WIDE DOORS) v=., =„ m 5ERl - 250t 180 r..+ • w w- Y0.Nis otiu,Aa RESL STL dt,1-6 -9-" N/A - WYIU rqw , .Y•.a aw.. 40933- 5 NWEw EAa4r M1fID FfIW 02/19,8. •1 . saa 2, MAN UFAC URtR N e AJ TRERMA Q TR U 1 C1ASUC CRAFT' OUISWINO tip SINGLE AND DOUBLE WI& W/OR sw arrES wU ATED ment.4S5 DOOR WITH wow FRAMES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDABUILDINGCODE1994EDITIONFORMIAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 1TRANSFER 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 T. 5, THIS PRODUCT MEEfS THE WATER REQUIREMENTS FOR MIAMI-DADECOUNTYWITHTHEUSEOFTHEHIGHDWBUMPTHRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE SIDELlTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. r ra u ace e" s oar gne: i rg ass (SMC) skin 0.105" min. Sidelite Sheet: 0.07 min. thk. with yield strengpth 7(min.)=6,000 . tie desron: Polyurethone foam core, withl-9 lbs. density by BASF. P net n tnr ion: The panel skin nicted from a 0.095" thk sheet mo Ll cn t SMC . The interior a fired with 19 fir- density BASF polyurethane foam The panel face sheets are glued to the, wood slaw and rgls. The latch and hinge stiles are LVL or LSL The lately stile whdr is 4.0 X 1.47 is the latch reinforcement. The top and bottom roil are of a site aluminumInthedoubledoorapplicationtheinactivedoorisfittedrdhon astragal of 6060-T5 allotFrameCbnsfttion: 'The frame a constructed from ringer jointed pme meaxa 4.*65 wide x i.Ti thick The (reader is Joined side jam (3 /8 x 2S" PhTg>s - Head. W $news. The threshold rs to side jambe nth (2 tligo. t croww x 2 " staples at each side. The mullions ore sec together in a sddite application using /6 2' long PFH Wood Scrers (6) serer= ppeer eodr The umTs use an Outswug Bump threshold rrreasrxirg 4.61b x r SMC Lip Lite - 04 sue is27Sgh ' widex50.19" h secured r x 1.75. PhMps Pan Head Screws. The frame oe seated with BITWON caulking ( Dow 795) to siddAe panel and to the gloss. Sidelde Glaziha SMC Lill Lite with the yield strength Fy(m n.)= 6.200 psi h TUC Up Lite with the yield strength Fy(min.)= 4,674 psi - Q4 size is 9.85' wide x 65.85" wide secured w/(16) /8 x 1.75' Phillips Pan Head Screws- The frame are sealed with silicone couacing (Dow 795) to sidetite panel and to the gloss. Integral Flush IGlazed - The sidelite sash face panels are mokled to receive the insulated Class. Th lclass is attached to the sideliter face sheets with silicone gkmng 00"WOud (Dow 79. I TABLE OF CONTENTS I SHEET J C LL WDTH36" .- PANEL AIO 105. 5" MAX. OVERALL FRAME Wi)1H 36.525" MAX. PANEL WIDTH W/ ASTRAGAL P J $ 24.5" $ O S IL Z IL MAXMAX. F i- $ D.L.O.0 D.L. O. D.L.O. o UT or x $ - $ o ^. t e o 0 N ^ o to ` 1NAGID' E 9tiIlYE DOUBLE W/SIDELITES ^ i rrcunN(: UNR SINGI F 0ITSIMNG UNIT OPTION 11 W/ SURFACE BOLTS SEE DETAIL "A' SHL3 74.5" MAX. OVERALL FRAME WIDTH t 6B.5" MAX. OVERALL WIDTH r 36.625" MAX. AREm 24.5" r - PANEL WIDTH --"{ FROMINTERIORD.LO. W aSTRAGAL 1 J¢ J }f cxa $ 24.5" o z MAX. n- W D.L. O. is g ¢ TYP.) . $ a _ Joy $ O X a in nM° $ in oINac ACTIVEI- IN W I WIN MT DOUBLE OUTSWING UNIT OPTION it W/ SURFACE BOLTS DESIGN PRESSURE RATING OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF W(TH SURACE BOLTS 6c OPTION 11 IWINDJAMBER II ASTRAGAL +70.0 PSF -70.0 PSF 15.5" MAX - FRAME WIDTH 13.9375" MAX. WIDTH 7.125' MAX. D. LO. WIDTH LIP LITE 7. 0' MAX. D. L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 15.5' MAX. FRAME WIDTH 13.9375" MAX. 7. 125" MAX. D. L.O. WIDTH UP LITE 7. 0" MAX- D. L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) r 813. 654.3831 N. T_S. or. WLN er. RW S-2161 I or A y x= n h 1.68' MIN. u PANEL THK SEE GLAZING DETAILS RMFOB. 3 I N d 2 W a N N W n I 1:66 MML v PANEL THK 29 . SEE GLAZING DETAILS, INTEM 1VERTICAL CROSS 1 BOSS ON 2 OUTSNING DOOR PANFl W/ HIGH DAM 2 OUTSN7NG DOOR PANEL W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE)• a Iry 13 00 16 Q(nO 17 ao= M Z: 0 g2U Lu0W - 3 SEE NOTE SNT.4 O m O 1 34 Q0 0 1.68' MIN. O O 1900 W _ co a N tnv PANEL THK 0O o Oo 42 0 O O O t' mSEEGLAZING DETAILS o IL pjp m FOC 49 Itn U) ci y 00 y O O O a N 1 20 o O 42 0 Oo O 34 9EEHT04 a 52 4 SEE NOTE 5 SHT. 4 r ei MnCK CFfTDN 2 OUTSWIM SIDELRE PANEL THE CROSS SECTION LS SHOWN W/THE "CLASSIC CRAFT' HUSH GLAZED k 3/4' UASS uu wll fz7l6ULTAHTS. UIG 813.584.3851 e 11/5 01 NTS c. er WLN IL Ertl. PW nr+c Im.: S-2161 Rs, 2 of 9_ RETAINERASTRAGAL a a •.: LG. TOP Q O\ 25 ACTNE 1 IIIIIIIM....1111111 SEE NOTE 2 SHT.4 1 - .CMN 3 IASTRIOPTION 1) 2 H RI NT R 3 O MULLION 1.15" MIN. EMIL 25" MAX- SHIM - 15, MIN. v C—SINK F4!3F EXTERY ZY a .w 43 m 6 36 Ny IN SEE NOTE c 34 9 SHT.4 W v 16 17 1NTERIO 3 S FCTION 3 O SIDELIiE TO BUCK DETAI A• v (OPTION a SURFACE BOLTS) NOTE fT.4 i -- f 25 MAX. Z Y SHIM SPACE 38 z t3 s l°J a vz Iv y 48 EXTERIO o 6 o. 7 B INTERIOR 17. 15' MIN.. T HORIZONTAL CROSS SEO C-SINK 4 LATCH JAMB TO BUCK, a..: . '. 1.15' MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED .TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 . 3", 5. 78.25", 40.5, 59.25. 74.25. 76.25" do 78.25. 3_ THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) #8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 J8 x 2' PFH. WOOD SCREW. THERE ARE (6) AT SHT.4 EACH VERTICAL JAMB. FROM THE TOP DOWN AT 6.07, 19.75', 33.5 , 47.25, 61.0 do 74.77. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER Z ^ ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP N FROM THE BOTTOM WITH (4) MORE SPACED. AT 13.7' O.C. 7: WHEN ATTACHING THE -HINGE TO THE JAMB AND THE BUCK USE A8 x 2' SCREW. WHEN ATTACHING hTHEHINGETOTHEJAMBANDTHESIDELITEATTHE MULLION USE A 110 x 1 3/4" SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN - APPLICA710N WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1" x 0.04' DW WIRE BRADS AT 2" FROM i EACH END A MAX. OF 12' O.C. 25' MAX. SHIM SPACE SEE NOTE 7 SHT. 4 2- HORIZONTAI CROSS SECTION - C- MIN. - 4 HINGE JAMB TO BUCK, SINK tom-' 1.15" MIN: EMBED. 34 1p < 33 a SEE NOTE 9 THIS SHT t 1T 7 3 HORIZONTAL R SS SECTION 4 ® STRIKE JAMB .TO SIDELITE j%. CJL.J-L N JL 7Ati- 111d 1'jl ljJL O O f i y..r.L \ CJ AC R j v 0IT F 7T tn V)! 00 UZa zEn oz N_0 V 2N 813. 684.3831 BY: MVLIV er: RW Mc rro S- 2161 r 4 of ! 13 SEE DETAIL "F' SHEET 5 6" 6' 6 3• 3" 3' 3"-- 6' 6" 3" 311f 6" 3" f 1 3' I_ II It 11 I II 13 II I 13 13 TYP.. E Typ• SEE DETAIL SEE NOTE 3 SHT. 4 SEE NOTE F' SHT. 5 SEE DETAIL 6 SHT. 4 E". SHT. 5 SEE NOTE6SEEDETAILSHT. 4 13 — G SHT. 5 — TYP. _ SEE DETAIL 13 SEE NOTE H" SHT. 5 b TYP 4 SHT. 4 52 5] — 1 1 T p. 11 1 TYP' I I 3" —4 ICI 3- 3 3• 3" 3• 3 6" 6 6 o > O of Q V) p ap 10 SEE NOTE Q p 6" 6" 1 3 SHT.4 VV= O w o 3Qco cl n ELOiNW of 13 y Nnhv1i U TYP. 0- in ZO G 0 SEE DETAIL tnN J oy' u1 `D' 'E" SHT. 5 of m m —Ee u IYP. ` ga0 20 SEE DETAIL C' •C• TYP. "D" G' SHT. 5 _ c uyi SEE NOTE D ' 0 4 SHT. 4 SEE DETAIL N' SHT. 5 SINGLEDOOR rw- DOORI F DOOR W/SIDEUM5 1 DRILL THRU FOR A 0.357" BOLT DEEP NOTE: C 1 ENOUGH.FOR A 2" o USE ITEM 113 A 15 x 2 1/2' PFH WOOD SCREW TBOLTTHROWATTACHTHESTRIKEANDDEADBOLTPLATES. TO THE 1 SEE NOTE JAMB OR ASTRAGAL EXCEPT IN THE MULLED 1SEENOTETHISSHT. SURFACE BOLT APPLICATION WITH THE SIDELITE USE ITEM '43 A i 8 coHsuLnuna7SHT.. 4 0 13 43 STRIKE PLATE 2- PFH WOOD SCREW. 813.684.3831 43 37 r7 DETAIL"H" mm 11 5/0] 0 RETAINER BOLT HOLES SCAM N.T.S. 10 SURFACE BOLT STRIKE PLATE OPTIONAL SURFACE BOLT STRIKE PLATE y JLvOA@-fie oA.F6 vim m: WLN p°`" BY: RW 13 43 J DRowm No - 10 E" ASTRAGAL STRIKE PLATE OPTIONAL SURFACE BOLT STRIKE PLATE SEE NOTE THIS SHi. nFTAIL "G" 1 j R lit.lt S-2161 s"r 5 ar—`• DETAIL SEE DETAIL SHEET 5 eT 6• 3 3• t 6 3' 3' 6' 3' 36' 63. 3^. 6. 1 13 I_ 13 SEE NOTE 3 SHT. 4 ' SEE NOTE SEE NOTE T SEE DETAIL n 3 SHT. 4 6 SHT 4 ic1. F" SHT. 5 — of ry .. 13 n. 01 NTYP_ y a SEE DETAIL G' SHT. 5 c.I SEE DETAIL . E' SHT. 5 SEE .DETAIL 13 — TYR n SEE DETAIL E' SM. 5 Ci N— TYP. H' SHT. 5 J• to 13 TYR SEE M 5 'K' - M' "K' TYP.- "Mt SEE NOTE rJ. 1 LR 4 SHT. 4 — 51 TYP. I- TYP. I I t 52 _ 6- 6. 3 yl I TYP. 3' —i 3 3 ice' 1 6. 6- 6^ 3' SEE NOTE 11 6' 6' 4 SHT. 433. 3' 52 6- SEE DETAIL H- SHT. 5 pq[) B OOR ciNC' 1 E DOOR W/SIDELM CENTTTWp . pAi 1I1T Fj 1,.f•^! l A 1 B pA\F i''... _. is .. — - i. ..... -..:. mi O> O Do O cn 00 Ix 0 15 LLI O W O 03 ir a 513. 654.3831 L. 11/6/O1 scat N.T.S. wr or. rWLN a«. W. Rw S- 2161 r 6 OF 9 I 0.5" CLASS _ BITE SEE NOTE 1 TAPPHSHT* f8 x 1 1/4" STEEL INTERCEPT SPACER 1/2• INSULATED TEMPAS EREDGLSJGI A71NG DETAIL SHOWN W. r w e r rReET" TCM I ITF FRA 1E SIDELITES ONLY) 0. 5" GLASS — SEE NOTE 1 BITE TAPPH j6x13/ 3/ 4- STEEL INTERCEPT SPACER C H 1/8- TEMPERED 4g GLASS 1/ 4" AIR SPACE 1/ 8- TEMPERED GLASS 0625- THICK DOW 795 GLAZING COMPOUND L z y 1/8" TEMPERED GLASS V 3/ 4- AIR SPACE 1/ 8- TEMPERED GLASS 0625" THICK DOW 795 GLAZING COMPOUND 0. 5" GLASS BITE 0625" THICK DOW 795 GLAZING COMPOUND SEE NOTE 1 THIS SHT. ,. 1/ 8- TEMPERED L— GLASS m e o e o 3/4- AIR SPACE a 1/ 8- TEMPERED y CUSS 8 x 1 3/4- PPH 3/ 4" STEEL INTERCEPT SPACER o y INSULATED TEMPERED GLASS L, sy71_NG DETAIL SHOWN W/ CJ, ASSIC CRAFT" SMC I ITF FRAME REQUIRED FOR DOOR PANEL) D625" THICK DOW 795 0. 5" GLASS BITE GLAZING COMPOUND 1/ 8" TEMPERED GLASS. 0 40 00 AIR SPACE m0 Q 1/2- Q 0 0. 0 1/8- TEMPERED z GLASS. SEE NOTE 3 THIS SHT. n5 3/4-- IN ATED TEMPERED GLASS 1/ 2" STEEL. INTERCEPT SPACER DETA L SHOWN W CLASSIC CRAFT- INTEGRAL GLAZING SIDELITES ONLY) 1- INS1 eTED TEMPERED GLASS CI e71NG DETAIL SHOWN W CLASS FT" M M 1. THE 27.5- x 50.19" DOOR LITE IS SECURED WITH (16) f8 X 1.75" PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0% 13.75 AND 24.5" FROM THE LEFT SIDE. THESIDESTILEANCHORSWERELOCATEDAT3.0 13.25% 23.625. 33.875 AND 44.125- FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) 18 x 1.75- PHILLIPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES FROMTHETOPDOWNTOPDOWNAT5.5. 16.5% 27.5 38.375% 49.375' AND 60.375 3.. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. i I, j, 1,A Lj_L_ji° o ® e o eO 00 O O= n 850Lo LoW OO 3 W Do = WiE 813. 684.3831 Ic 11 5/01 NTS ti. ar WLN x er: RW were 5- 2161 r 7 of 4.03' 9 OL'C LATCH SIDE STILE 3 RED CORE MATERAL LVL OR LSL OAK CAP 77* 4---1.54' SIDFLfTE TOP &BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.a7" --1 n co CC BOTTOM RAIL OWOODCOMPOSITE F-1.077' { mFI rtt- BLANK. SIDE ST11F 36 FINGER JOINTED PONDEROSA PINE 1.47' M TOP RAIL OWOODCOMPOSITE o p Q Q Q 097 O 4 x 4 STEFI DOOR HINGE 9 39' RED OAK CAP I 0 CC H1.46' INGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. RADIATA, PULAI, EWOTTU, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. K40 r I.7D' PT MWA0 J SCREW. MAJOR Mt 4.0. saxxmamE 2E 1 DIM. VARIES N W/GLASS THK. ga-to r 1 1/2' PPH PUASCREW LTFA sW 4. 565" 0 N L 0 co o v10 00 9- T IL am T Lu MoLLJo O WDOD FRAME Q w00 a N u 4. 615" m z. 122. 203" n z ig 0lfr4wlNG BUMP .FACE ALUMIN M/WOOD THRESH= alp 050' WALL TYR z m 4. 563' - 2. 36' I ; FcwL- qY:RW goN L ^ 2HIGH DAMTHRESHOLD39rls. M3831/01WLNRWiXN161OF S R P7 1 I FIBERGLASS 2 87 3 ML9ZML&QK=_ 4 a Hff SME MMA71W. LVL OR LR A OAK 1.4C x 1.4 5 NOT 6 POLYURETHANE USED FOAM BASF, 7.91bS. DENSITI FOAM 7 SHORT REACH COMPRESSION WFAIHERS7RIP THERMA-TRU FOAM 8 LONG REACH COFOAMMPRESSIONWEATHERSTRIPTHERMA-U 9 4 z 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 314 LC. PFH WOOD SCREW to Frame STEEL f 1 10 z i LG. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2 LG. PFH WOOD SCREW ST L 14 NOT USED 15 NOT USED WOOD162xINNERWOODTESTBUCKWOOO 17 MAX. 1 4 SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP ERMA-TRU PLUM. WOOD 20 HEADER 4.565 x 1.NDEROSA WOOD 21 22 NOT USED HINGE .NAB 4.565' xPONDEROSAM11WHbOl W D 23 KWIKSET TITAN- 7OLT 24 ASTRAGAL WINDJ.052 WALL ALUM.G6065O-T6 25 GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED8x1LG. PANHEAD SHEET METAL SCREW 28 FRVg C, -TRU STEmc 29 w C sh F mm 6.200 K40 x 1 SCREM; DK 44. FOR lU 26 STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-O TAPE 33 i x 0.04 DIA WIRE mom. STEEL WOOD 34 35 3 8 COVE MOLDING 565 x 1.17 -TRU, POAIDEROSR POiE___V0Off 91ANK I4AB 4.1 36 SIDEUIE SIDE SIRE cm TRU IS4 x . PONDEM POE W000 37 10 x 1 3 4 LG. PFH WOOD SCREW SJ 38 LAICR .WB 4 x 1.1 - PONOEItOSA WOOD ALUM. 39 HIGH WATER DAM THRESHOLD CONESILICONESILICONECAULK 41 42 NOT USED SM9 TOP k ON101 ME -TRU 1 x .5Fa4OFMA WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL TEEL TESTEELIVES4548' SURFACE BOLT 46 PukSm LIP LICM, - TCM with ' Id &., F min = 4,674 si STEEL 47 8 X 1-3 4 PPH SCR FOR ITEM 28 & 46 GLASS 48GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49GLAZING, 3 4 INSULATED TEMPERED GLASS 50 a BOTTOM RAIL (1s0' x M3' TNERYA-TRU WWD COkPOWU WOOD CONPOSILE 51 1 3 16 TAPCON AA IG ELCO, 1.75 ABL LG. STEEL 52 3 16 1A M ANOIORMC ELCO, 25 Am La STEEL Lj 592' 0 > 8. 0' S 000 A ILO Xp2^ coc 5 _ co41 ASTRAGAL RETAINER BOLT 6 I co N O O MATERIAL- C/R ROD ZINC do YELLOW CHROMATE 8 + a I . 179' LONG RFAGH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET z 3' n no A . JN 1.158' p } U{ I 1= DRILL TRU FOR N I W o cog= A J8 PFH WOO DRILL TRU FOR 0! SCREW 2PLCS .357' DIA. ASTRAGAL aus RETAINER BOLTS 7 . 35' m WINDJAMBER It WR68T STRIKE FIATE O m COMPRESSION WEATHERSTRIP BY THERMA-TRU RETAINER BOLT FOAM CELL CORE W/VINYL JACKET l . 0. A-F® 8N ` M N j. A UFAC•1 JL LJ1l. R t11•M e . NO weunou+ c ASTER FILE # tiV am 11 6 01 24 WIN sum NIS AMBER It WR68T ASTRAGAL ( ALUMINUM .052' WALL TYP.) um at, WLN au W .. RW 5- 2161 onsr 9 OF 9 G 11 LLJ I O coo 5" GLASS BETE .0625" 04TE THICK DOW 795 O In cI 0.5" GLASS BITE i = GLAZING COMPOUND SEE 0_ = n Q Z rj SEE NOTE t TH U Q LU to THIS SHT. (^ 1/8' TEMPERED 1/8" TEMPERED W v' GLASS LGLASS oe 00• e '1/4" AIR SPACE 3/4' AIR SPACEW ea. 1/8' TEMPERED r1/8" TEMPERED GLASS 8 x 1 3/4' PPH 8 x 1 3GLASS 1/4" STEEL INTERCEPT SPACER THICK DOW 795 3/4" STEEL INE rr e71NG DETAIL SHOWN W/ 1" INSULATED Al PFREDGLASS0625' uZ INSULATED TEMPERED A S GLAZING COMPOUND CLASSIC CRAFT' SMC LITE FRAME REQUIRED FOR DOOR PANEL) z{n SS v3 p ri e7iNr DETAIL SHOWN Wl ri eScIi` rrrecr' TCM LRF FRAM n r m m SIDELITES ONLY) zuomN 0625" THICK DOW 795 o 0.5' GLASS SITE GLAZING COMPOUND QIgU. U2 0.5" GLASS Z 1/8' TEMPERED O a SEE NOTE 1g N 1/8' TEMPERED ITE GLASS rm THIS SHT. GLASS O O 0 o m O 4 % OO 1./2 AIR SPACE o a o 3/4" AIR SPACE 0 O O O 1/8' TEMPERED t• e • GLASS g 1/B" TEMPERED 3SEOTE .3N SHT. OTE (n g B x i 3/4` PPH GLASS n v/4"' INSULATED TE`!PFRED GLASS 3/4' STEEL INTERCEPT SPACER 1/2' STEEL INTERCEPT SPACER ri AnNr DETAIL SHOWN W/ GLASSI CRAFT" INTEGRAL GLAZING o0625" THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND 1 IN SULATED TEMPERED GLAS5 • 0Z A71NG DETAIL SHOWN W . 1 MjgrL euw No coNsuuANfs. n+c WITH PAN HEAD SCREWSSIDE, 18 X 1.75" PHIL4.5- VDOOR AN IS SECURED FROM11- THE 27:5" x FOLLOWS, AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0 . 13.75 AND 24..8 FROM THE LEFT0-. SIDE. JB wee 11 5 01SPACEDTHESIDESTILE_ ANCHORS WERE LOCATED AT 3.0'. 13.25". 23.625" 33.875' AND 44.125' v . R., NTs FROM THE BOTTOM OF THE LITE FRAME. ry M. up. N 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS TOP AND BOTTOM RAIL AT 2.125' FROM EACH END, SIDE STILES.. M N J jL!f L jILL as er. RW SPACED AS FOLLOWS. FROM TI-If TOP DOWN TOP DOWN AT 5.5". 16.5'. 27.5' 38.375'. 49.375" AND 60.375". cl 0PAW04 NO.: 3. THE SIDELD'E SASH FACE PANELS ARE MOLDED TO RECENE THE INSULATED GLASS. S-2161 4.03" v) OCC LATCH SIDE SITLF 3 RED CORE MATERIAL LVL OR LSL OAK CAP SIOFLRE TOP & .BOTTOM .RAIL FINGER JOINTED PONDEROSA PINE r—1.47' eq t CG .BOTTOM. RAIL OWOODCOMPOSITE E--1.077' ---1 — T v,ncc rrr R1 ANK cIDF STII F FINGER JOINTED PONDEROSA PINE r— 1.47" w CC TOP RAIL OWOODCOMPOSITE o Q Q L o Q 017' --4- O 4 x 4 STFFI DOOR HINGE 9 39' REDS{ OAK CAP I I 01.46'— CC HINGE SIDE, S71L 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. K40 x 1.790 Pr 7NREAD J SCREW. Hama DA. 4.0— cr i rriurc 28 i. M. 4.565' L A n n ^' 7' T I T 0 2 35 38 in WOOD FRAME N m 4.615' 2.203' 1 T 0 n g o11TSWING BUMP FACE, AI UMINUM/WOOD THRESHOLD 050" WALL TYP. 2.36' R 4.563' m N 1 HIGH DAM THRESHOLD 3g So o_ > ,- F- 04 O co ODO USoIn OLUO 3QCo W 00 Q 74 6 R Qi 813.684-.3831 u 11 6 01 us NTS c. er KIN RW ZWG NO.: S-2161 8 Ov S t 46 PLAS71C _ TCM in. ropwithyieldsth F m= 4,674 so' 47 JIB R 1-3 4 PPH SCREW FOR ITEM 28 & 46 STESS 48GLAZING, 1 INSULATED TEMPERED GLASS GLAGLASS 49GLAZING, 3 4 INSULATED TEMPERED GLASS 50 CC 80T1O11 RAIL (150' x M3' TK Wi-TRU NV00 COIPOSTTp MOOD COLIPOS11F 51 3 16 i., NLOIOR LG ELCO, 1.75 W I.G. STEEL 52 3 16 WCON AA'!lOM ELCO, 25 141L LGj STEEL 592" O > i a'=rN NLu F7 rN ASTRAGAL RETAINER BOLT N Gf N O W ^ zO 3 MATERIAL: C/R ROD ZINC 11 do YELLOW CHROMATE Q v d IO -'1 179" I ONG REACH COMPRESSION FOAM CELL CORE W/VINYL WFATHE Eff JACKET 3" NG- N 1.158" tSn-}Y m mS N p 0 .. .. DRILLTRU FOR "4 `" _ 1 A 18 PFH WOO gym' DRILL TRUFORSCREW2PLCS . 357" DIA: ASTRAGAL a' RETAINER BOLTS r II m R 1. 1 7 I O7 35" h COMPR:CS- 1 WEATHERSTRIP BY 7HERMA— TRU 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET A B. o.A.Fe w cep N C N N MANUFACTURER NAME 2 w .ULDO 767" MAS TES. FILE *Nm; 24 om. it 6/01 WINDJAMBER If WR68T scm.L. NTS ASTRAGAL (ALUMINUM 052" WALL TYP.) am. art. WLN u4L BY. RW oRwhvc wa S-2161 orcEr 9 of $ j/ L',1jl Y JTIr r/r(, s- lju v^•,e.-.... -- - _ 11 AI VF1"1<sTU RER NAM!: THERMA a TRU CLASSIC GRAFT 8YSWM 8d SNGLE AND MOLE WJ3 WiOUT soars . rm"Tw FavMLASS Dom wTH WOOD F;TAmm GENERAL NO1E5 1. THIS PRODUCT IS DESIGNED TO MEET THE SOWN FLORIDA BUILDING CODE 7994 EDITION FOR MAMA -DARE COUNTY. Z WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCRJRE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMEW TO BASEMATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO• 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5.. THIS PROD j2QES NDT MEET THE WATER REOUI REMENIS FOR MIIMI-WIDE COUNTY. o. M"I-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRED. 7. SIDELRES ARE AN OPBON AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. R[_- ffC NTUIL I1NSU p T):DmFle coed t, ^s . D- r.GonetionConetion: Fiberglass skin 0.127' minimum thickness, SMC Fy min. a6,000 psi Fash$ tjIe Fiberglass skin 0.070' minimum thickness. SMC) with yield strength F (min.)-6,000 .psi. QyciIIO; Polyurethanefoamcore, withl.9 199. density by BASF p p a ppaonel skin is-firucted from a 0.127" thk. sheet n10 rrg SK The interior ca+iy a filed with 1.9 Its dvsRy B49 loom. The pond foa sheep am 9k+ad to the wood slice and rods 7f ' krtdr oat hinge 0 am LK or 1SL The etch sfie wtkh is 1.426 x 4z a the latch reidorcmwnl. The and bottom not oR d o wood comoovlmotaiaL In the double door 0ppFL9i10/1 hlaelire door is Fatted with al ad+uded ah ffiam Eg2md d jjDL0 jT6 frame js co^stracted from QnW jdrtted r/idexf25thiefTheheodwisjone0tothesideiLewith ( 3 PFH Screws of each side. The threshold a jeered to the aide jrnis 2 8 x 25 PFH Screws of eah sate. The rtwPcn: am szcured toge6nr n o app6cotionkT g 8 x 2' br9 PFN ,(6) suers Per each .,U The urns roe an MrednM 5.75 : 1.518: ORA SK to trite - 0A sae is 21.656' wide x 5&093 seared 1.5longTalkSnowsThehomesamstatedwithaScolleCWA*19 ( Dow 705) to sideite parcel and to the 9k'sL SMC lip Lilt with yieH drergU+ Fy(min.)=6T00 Ps k PVC lip Life with yield strength F pz.145 psi - oA sue a 9.85. wide x 65.85" high sensed w/(16) 18 x 1.75 ps Pon lead Screws The Bames are sealed with n ktgrd Flush Glazed 7he smh ow laQ ) topanek areeepand too l tiecdre SI, the wradat d Gets. The glass Is ottacled b 81e skleile face sheet so oicore owirq =Void (Dow 7951 35.75' MAX...{I PANEL WIDTH III FF M y M = cs 3 14.869" cS Gj MAX. D.L. O. WIDTH w x x a ry, 00 o n a N of14:869' DLO. WIDTHINA T 05. 5' MAX. OVERALL FRAME WIDTH 36.625' MAX. 15. 5" MAX - PANEL WIDTH FRAME WIDTH W/ASTRAL• 75" MAX. x 14:869' f 4. 869' d MAX D.LO. MIX X D.L. O. 4 p µgpTH WIDTH. n e T Slit. A' SHEEP 3 Df)URLE W/SIDEUTES IN wNG UN11 G/ OVERALL FRAME WIDTH -1 AFC r- 68.5' MAX. OVERALL FRAME THE INTERIOR r-ill it SHEET 3 DESIGN PRESSURE RATING (WHERE WATERINFLTRA710N r9TH OUT SURFACE BOLTS UNIT TYPE & W#0JAMBER 0 ASTRAGAL SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 47.0 PSF - 47.0 PSF SINGLE & DOUBLE + 47.0 PSF - 47.0 PSF WITH SIDELIfES x ua t869 o 1 ci x i. D.L. O. q xo WIDTH o J e r 0 ci 4j ui xgA n c an ci SINGLE MENT IS NEEDED) WITH SURFACE BOLTS rnNnWMBER 9 ASTRAGAL 65. 0 PSF - 65. 0 PSF 65.0 PSF - 65. 0 PSF 13.113 SIDELITE WIDTH 7.125' MAX. D. L.O. WIDTH UP LITE 7. 0 MAX D. LO. WIDTH INTEGRAL LITl z J 1nZ G oAS 15. 5" MAX, c FRAME WIDTH o hi q 13.938' MAX. i Gy a SIDEUTE WIDTH y m 7.125' MAX. D. L.O. WIDTH LIP UTE 7. 0' MAX D. L.O. iWIDTH INTERGRAL U7_ 813. 684-%31 t TS er WLh er RW we wo: 5-2164 2- x W N _ in Z or•: 2 8 ' O 6 i 48 p 28 , o NTE IOR EXIBlp6 a c a SA YIN. m GLAS c 29 N m m a 11.68" Y, PANEL THK . is .-• + s• 50 21 2 Oi u G. n v 1.68' YIN. *00 0 PANEL TNGLK O O O _ SEE AZING DETAILS g ( SHEET 8) o o 9067 0, 9 o O O 0 00 O_ 0 2tat —{ a INSWING SIDEL.ILE 31 BOTTOM BOOT 0. 09' EXTRUDED VINYL WALL LU F' CX N O 00 000 ao=^ g - LO Wg O : O 2 Z Q 00 C2 CL 613. 684.3531 L 11 8 01 uE NTS WLN rz e . RW Mwc rn_ S- 2164 m 2 OF f r— OD :. 0 0.0 O.O .: INACTIVE C 3 m W ] 19 a ASTRAGAL RETAINER BOLT 8,0' LG. TOP do BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM 1.15' MIN. EMB. r 25 MAX. SHIM 1 .15" MIN. C—SINK ZY f 12 W mz a EXTEHIQB 7 6 29 C Y Z 28 3 m o. INIERIO 1s 3 ® ASTRAGAL n Z o to 49 12$1Q6 — C7 4 . EXTERIO 0 N0..:0. O Do 0.6 0.. a a (n = rl 00 o:p : M Z O toto z Y INIESI9B o Luo 000 00 J 53 g 45 S NOTE 3 a ¢ OD SEE NOTE THIS SHEET cp CL 48 1 do 2 THIS SHEET OPTIONAL ADDITION OF SURFACE BOLT Tu oln 15' MIN. C- SINK Y m maw IRz12 a UJOX u v o p0% O O O O P. p• o 0 OO o`er O pp0 12 N 0 6zgy 3 iNTERIO 0 ZY 4 0 28 a w 6 9 70 36 SEE NOTE 9 SHT.4 o Zc ru m 34 YVouumtw 3 SEE NOTE 9 SHT.4 o n oONSU TAWM 813. 684.3831 16 77 34 INTERIOR HOR170hTAL GROS.S GF_ TION 3 ® MULLIO MNWe 1 8/01 - 3 RI NT ransc SECTION 1. THE SURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE _ PRESSURE RATING. .. ji j i :1 .A j;o ° air_ m NWLN puc er RW H3 ® SIOELTTE TO BUCK HIGH 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM `,". AT2.5' CENTERLINE FROM THE LATCH STILE EDGE T THE SIDELITE CROSS SECTION OF 7HE ACTIVE PANEL OFSTRIKESFOREACHBOLT WERE ATTACHED TO THE JAMB AND THRESHOLD I r_ i Y1. µ ,--7-r ; n :y.`.. r,L j j•;,;, .. 7 o S-2164 WITH ( 2 8 x 2.5' PFH WS. F 8 BOLTS WERE ATTACHED TO THE ACTIVE PANEL 1',+• ' '' 1 3. THE S WITH ( 4) 10-24 SEX BOLTS. h 13 V 31 38 25" MAX. SHIM SPACE INTERI T I ioo e e0 z C t 1 28 f y 48 w v 1 18 a LATCH JAMB TO BUCK, NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS 1S ATTACHED TO THE SIDELITE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). SPACING FOR I8 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3", 5. 78.25 54.0". 77.0' 90.25 92.25 do 94.25' 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS W TH 2) d6 x 2.5 PFH WOOD SCREWS AT BOTH SIDE S. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 8 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.07, 23.07, 40.07, 57.07. 74.0" E: 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 110 x 1 3/4" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE I10 x 1 314' SCREW. S. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8- OUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING I" x 0.04' DIA. WIRE BRADS AT 2' SEE NOTE 1 SHT.4 SEE NOTE 5 SHT. 4 1.15" MIN. EMBED. 15' MIN. C—SINK t-2"\ HOR(70NTAL CROP SECTION 4J HINGE JAMB TO BUCK, 4 NOTE 6 EXTERIOR D43 R Vial CROSS SECTION o STRIKE JAMB TO SIDEL-JFW ALIVI Tr I-IAA 0 25" MAX. SHIM SPACE iT. 4 NOTE O> o w Opp C 5 - to 0 W 00 uj coo a T lN/INaI 00UZ z'^ o0NF o UwM GMULTAKM- ox: 813.684.3831 scag. NTS o ®01 o cwc er RW DPANMG NO- S-2164 PITRER ME' 6 4 or_ v SEE DEVIL 3' 6' 6+ DZ 36' 6' 3' 3. I I Im' SESEE DETAIL 3 57T. D5 TYP. 13 13 TYP. SEE DETAIL_ TYP B' A 51 51 A' _ 51 i 1 i i TYP. I i 1 TYR I I fI tf 3. 6' t6, 36' ' F 76' 3- 3• 6' 6' SEE DETAIL -H DOU I F DOOR W/S n ITFS Jill N L JlI n M ISADETA DRILL THROUGH FOR Cyf 1[I ar EE DETAIL C' TYP. r m m N 3-f C4 o> F Cr N 4 a ao R200On1 N O W O n a A 0.357' BOLT DEEP 4 ENOUGH FOR A Z' aur.1 DOOR BOLT THROW C NOTE: ATTACH THSEITEME1STRIE8 t ADBOLT PLATES 70 THE WOOD SCREWCREW JAMB OR ASTRAGAL IN THE MULLEDYY =APPLICATION WITH THLITE USE EEM 143 A 18 x T' ° 2- PFH WOOD SCRE trle 11 8 01 O O SURFACE BOLT ATTACH THE STRIKE j wAIE N.T.S. STRIKE PLATE PLATE TO THE THRESHOLD WLN W/2 110 x 2 1/2' II°G m: PFH WOOD SCREWS CW. Wt. RW DETA1 F ASTRAGAL STRIKE PLATE DETAIL 'H' rn: S- 2164 hOPTIONALSURFACEASTRAGALTHROWBOLTSBOLTSTRIKEPLATEATTHETHRESHOLDsmSa ! O ui SEE JDETAIL D. 4 SEE NOTE 3 SHT. 5 U Lan SEE DETAIL J' 6 63' VH-- 6` 6' . 3 _3 3. 6 6' 3" 6. 6' SEE DETAIL 'K' atom F DOOR W/SIDELM in 3—T N N am . Y: v SEE DETAIL C" TYP. SEE DETAIL 6" 6' 6" 3• 3" 3• o 6. 1 3' 1 1 Typ. TYP. SEE DETAIL / SEE DET4JL n Ln SEE DETAIL 4' 1 6" —I 3• 3. 3• 3 6" 6 SEE DETAIL 'H" DOUBL[' DODRR c 0 0 ATTACH THE STRIKE p SURFACE BOLT PLATE TO THE THRESHOLD STRIKE PLATE T VFZ 100 SCREWS DETAIL J 0P710NAL SURFACE FTAIL "K" g= EBOLTSTRIKEPLATEE\ T}( 7j / /I iPj n ( NAOL , STRIKE RPLAACTE ll't O> N O co IL C) M ui O ON Lu 1 LLJ O^ jT i3¢ Li N mW. (O Q 3 I e .. N N I n N 1 813.684-3631 a.+ 7 7 s 01 N.T.S. ro. er: WLN o w RW Nc NO: 5-2164 ucvr 5 .1 1 0 IL M' RED aw CAP 934 cc HINGE SME-SME CORE MATERIAL: LYL OR LSL ALTERNATE CORE MATERIAL' PONDEROSA. RAMTA. PULA, ELUOTTIL TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR. CEDAR. ANCEPSE CEDAR OR REDWOOD. 75- 1 DmU THROUGH FOR4, M.1.1 FOR .357- Dw ASTRAGAL A #4 PFH WOOD REIAINER BOLTS SCREW 2 PLCS 0! 1.077' FINGER JOINTEDPONDERO- PINE ED FINGER JOINTED PONDEROSA PINE a- SUREAM BOLT (AfM-M5L-S= ATTACH To DOOR USING 110 x 1 1/4- f.H. SHEET &(ETAL SCREWS PROVIDED RETAINER @ EXTRUDED suc F c)Z LLJ Do OM CC Z Lj. M 0 wm THRESHOLD N DO M: EXTENDER 12 5. 75, 12 12E)( TENOM GOW-M ALM -04r MIN -WALL SUBSTRATE1CRNDRIEDSPRUCE. PINE, CEDAR OR POPLAR R OBD- UK WALL 1. 920' 14 VVM . 080' MAX WALL .035 MIN. WALL ILO ------------------ 10 --T . O 779' 176" O im-mmi, . (D COMFEMMOU- WEATHERS 2 BY iHER FOW CELL CORE W/VlMn JACKET ft& a- & YELLOW CHROMATE C NTM ATTACH To SILL USM flo x 1 1/4- F. H. SHEET METAL SCREWS PROMED UFA WITHBOLT. m s13. 654=31 L IMA B. NS- 2164= Y Z t SITE1/8" TEMPERED GLASS REXTERIO' g 1/4" AIR SPACE43/4- 1/8" DECORATIVE OGLASS1/4" AIR J 81QB3/4" STEEL SPACE INTERCEPT TEMPERED GLASS 1" INSULATED TEMPERED GLASS fO a GI eZING DETAIL SHOWN WI C e,2CIG CRAFT" SAC LITE FRAME REQUIRED FOR DOOR PANELS) 31 INSWING SIDELITE BOTTOM BOUI 32 1 8 TNK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 X .04 DIA WIRE BRADS 34 ASTEEL38QUARTERROUNDMOLDINGLANKJAMB4.656 x 1.211 THERMA-TRU, PONDEROSA PINE SIDEUTE SIDE Si1LE ERMA-TRU 1.531 x .656 PONDEROSA PINE 7 10 x 1 3 4 LG. PFH WOOD SCREW 38 NOT USED 39 NOT USED SILICONE 40 SIUCONE CAULK 41 42 OT USED SIOM TOP d BOTTOM PAL TRIJ1531 x . POtDEROSA P61E VO00 STEEL 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT TCM 46 NDT M STEEL 47 48 NOT USED GLAZING, 1 INSULATED TEMPERED GULSS GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS ERMA-TRU W000 COMPOSITE MOO - ELF SO51 BOTTOM RAIL 1. 0 x .94 16 TAPCON ANCHORING ELCD, 1.75 MIN. LG. STEEL 52 3 16 TAPCON ANCHORING ELCO. 2.5 MIN. LG. 5TEEL 53 10-24 SEX BOLT field th F min =2 145 psi PVC 54 PLASTIC LIP LITE FRAME PVC with o stye 0. 5" GLA*llrlESITE g 1/ 2" STEEL INTERCEPT tn 4"" INSULATED TEMPERED GLASS GLAZING DETAIL WN W _ CRAFT' I R SIDELITES ONLY) Not 453" GLASS Y z SITE 2 '^ O & q: 1/ 8" ANNEALED GLASS 25 AIR SPACE 1/ 8' ANNEALED 5. GLASS 1) . 25" STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS _W/ PVC LI7E FReJNE GLAZING DETAIL SIDELITES ONLY) 0625' THICK DOW 795 GLAZING COMPOUND 1/ 8" TEMPERED FGrl2" AIR SPACE EMPERED GLASS W 1\ co NO00 I5 M vt 00 00 a NUFAqd-- Ar]vL UM S-2164 gg a e E 4t MASTEt RIPTI N 1 y F =6 i18ERGlA5S 3 4 x4. VL OR d OAK 1.46' x 1.4 5 NOT 6 USED L R FOAM BASF. 1.91bs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHEItS7RIP TFIERMA-TRU FOAM . 8 LONG REACH COMPRESSION WEATNERSfR1P THERIIA-TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL10i10x34LG. PFH WOW SCREW fffme to Fame 10 x 1 LG. PFH WOOD SCREWNOT STEEL USED x 2 1 2' LG. PFHWOOD SCREW STE L NOTUSEDINOTUSED 2x INNERWOOD TEST BUCK MAX. 1 4 SHIM MATERIAL WOOD KWIKSET TTTAN 700 SERIES PASSAGE LOCK ONE PIECE BUMP FACE THRESHOLD EALU HEADER 4.b65- x L1 - PONDEROSA PINE WOODOD 21 NOT USED 22 HNGE JAMB 4565- x 1.17' = PONDEROSA PINE WOOD 23 KWIKSET TTFAN 700 SERIES DEADSOL7 4 ASTRAGAL WINDJAMBER II WR5aT .052 WALL ALUM. - GLASS25GLAZING, 1 2 INSULATED TEMPERED GLASS 26 27 NOT USED IS x 1 LG. PANHEAO SHEET METAL SCREW STECEL 28 LP U11 FRAdSMGTRUSM sbvnFM m 6i 29 x L4110R DK 43= DE11 28 STEEL 30 NOT USED 31 NOT USED 32 1 8 iHK CELLULAR GLAZING TAPE Si1K-rf TAPE 33 1 x 0.04 VA WIRE BRADS SiE EL 34 3 8 COVE MOLDING WOOD W00 35 JAMB 4565 x 1.1 -TRU. PONDEROSA PWE 36 man SDE NU TRU. 154 x . PONDEROSA WOOD 17410 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 U1101 JM 4SO x 1.1 PDIIDDM WOOD 39 HIGH WATER DAM THRESHOLD ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 SUM V !t 60f= M Ddt 1 i P WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL TCM with yield s&upqth F mint = 4.674 47 8 X 1-3 4 PPH SCREW FOR f1EM Z8 & 46 48 GLAZING. 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 tC BOTIOY RAfl (150' x 863' HlERW-R1U W000 COIP0.9I 51 1 TAPCDN ANCNOWIC ELCO. 1.75 IWt LC SJUL 52 3 16 TAPCON AHChORfIC ELM ZS AM LG STEEL 592" 1 1co N r in °f• ASTRAGAL RETAINER BOLT N 04 MATERIAL: C/R ROD ZINC M - dc YELLOW CHROMATE LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 3 1.158" N O N ' FjDRILLTRUFORC-4 F A J8 PF14 WOO DRILL TRU FOR rn SCREW 2PLCS .357" DUL ASTRAGAL RETAINER BOLTS 1NDJAMBER 11 WR66T STRIKE PLATE O7 .35" F'- COMPRESSION WEATHERSTRIP BY THERMA-TRU 1' RETAINER BOLT FOAM CELL CORE W/VINYL JACKET RAY, FIB® A. ®.A.. N tV . N MANUFACTURER NAME a 1.767" -- MASTED. F nX $ WINDJAMBER 11 WR68T 24 ASTRAGAL (ALUMINUM .052" WALL T)P.3 er. WL, er: RW ra ?am S-Z161 9 or t i!