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HomeMy WebLinkAbout246 Venetian Bay Cir 04-1810 COCONTRACTOR po•c v PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Venc'ari A I SUBDIVISION ell6C-6 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 PERMIT NUMBER FEE FEE PERMIT # i) q' /( DATE v U PERMIT DESCRIPTION S PERMIT VALUATION ) 0 A) ---) cO v SQUARE FOOTAGE a E129 t7 t7 ti r City of Sanford Certificate of Occupancy hroutto This is to certify that the building located at 246 Venetian Bay Circle for which permit number 04-1810 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz 10/04/04 Engineering: C. Smith 10/07/04 Public Works: B. Famous 10/13/04 Utilities: R. Blake 10/14/04 Fire Department: Zoning: Morrison Homes Property Owner 10/15/ 04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family Residence**** 10/01/04 04-1810 246 Venetian ]Bay Circle Chris 8-4893 er 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. ngineering 0 • []Fire Public Works Utilities 0 Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) A CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 10/01/04 04-1810 246 Venetian Bay Circle Morrison Homes PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire Ofu-blic Works Zoning Utilities Lce sin g CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) e ® ", n n 1 / /l ! i% CL I I I I I I I I I I I I I LW I I I CERTIFCATE OF OCCUPANCY Y. I 1 1 1 REQUEST FOR FINAL INSPECTION I 1 1 1 1 1 I I I I I I New Single Family Residence"" Ln ge IIIIII IIIIII DATE: 10/01/04 cu a C Cs n I PERMIT #: 04-1810 C rj QJ QJ C ADDRESS: 246 Venetian Bay Circle V V V n W C I o CONTRACTOR: Morrison Homes PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning _ tilitiey, / o/y o y Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID 241085 Parcel Number . . . . . 23.19.30.502-0000-0240 Alternate location ID . . Location address . . . . 246 VENETIAN BAY CIR Primary related party . : Type options, press Enter. S=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information LOT 24 ****************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1810 PD 5-4-04 SEE REC#6704 3/4"WA METER SET FEE $190.00 PD 5-4-04 REC#6704 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel 10%05/04 -- 15:56:24 i Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) August 20,2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 24 Venetian Bay, 246 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 246 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 24, `Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. Darae L. Przemieniecki , P.S. Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY , O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 246 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 24 ;' VENETIAN BAY " PLAT BOOK 63 PAGES 84 — 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 1 SEMINOLE I FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 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 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. - Datum Same as BFE Conversion/Comments _ Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o. a) Top of bottom floor (including basement or enclosure) 15. 6 ft.(m) 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. 3 ft.(m) E g o e) Lowest elevation of machinery and/or equipment u, servidng the building (Describe in a Comments area) 15. 0 ft.(m) AC Service i o f) Lowest adjacent (finished) grade (LAG) 14. 7 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 14. 9 ft m) V 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) I. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICAT60 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Assodates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue A Altamonte Springs FL 32714 SISWA% DATE TELEPHONE i .. . _ Or— _ o rw, , , .. 8-20-04 407-788-8808 FEMA Form 81-31, January 2003 V See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces. conv the corresaondina information from Section A. 246 VENETIAN BAY CIRCLE. CITY SANFORD Bldg. No.) OR P.O. ROUTE AND BOX NO. STATE FL ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offical, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 a on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (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 owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are coned 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 offical 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 offidal 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 Herx 4 e4ssociates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping L I NE BEd{7IVf Survey 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 2.3'1 L 1 1-2.3' 1-6- BRICK WALL FD 5' 0/S}j— LOT 24flFD IS' 0/S I GRADING 5.500 SO. FT. COVV. 1v 24. 7 PORCH 1 Z o O 15.3' O nC O r- 00 O 1979 O ay O YORKSHIRE -A A B- O A` SINGLE FAMILY RESIDENCE n n VFIN. FL. ELEV: 15.6 LOT 23 rn o mm LOT 25 nl o m -Z, n E m y O O a6.0 O 21.3' 15 C O i 0 N u 136. 78 ' INO CAP) 0.6' 40.3' 0.2J. CITY OF SANFORD S 89° 943"W+574.00' - P. C. P.— REFERENCED BEARING \ CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F - PRIVATE ROADWAY LEGAL DESCRIPTION- Lot 24. - 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 hsuronce Rote Map Community Panel Number 120289 0035E.Dated 04/17/95. City of Sonford. Community Number 120294) Flood Zone determination was performed by graphic plottmmqq from Flood hslronce Rate Maps PProvided by FEMA. No field surveying was per rrmed by this Fi m to determne 11v's Zone. The exact zone location can only be deteramed 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 Q - 19 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. I, 8. Copies of this Survey may be made for the original transaction only. 1. e Denotes A" iron rod with yellow plastic cap marked LB4937 or LS3182, or L W' iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. L O Denotes P.C.P. (Permanent control point) L Denotes Per nent Reference Monument 2004 Her ssociates Inc. All rights reserved. Cor""' 'on t vttld without the signature and the original raised seal of a F rid 11 nsed Survayor and Mapper This ury the requirements of the Florida Mini um Technical Sta dar tained in Chapter 61G17-6 Florid A minisfrative Code. William A. Hex P.L.S. Florida Re Isfered Land Surve or9Y Darae L. Przemieniecki, P.S.M. Registered Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 AUG 1 6 2004Herx & Associates Inc., State of Florida LB 4937 SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearhgs shown hereon ore referenced to the C/L of VENETIAN BAY CF?CLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. hc. Job Number 2001. Legend Temporary Benchmark O/S Offsel assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book YL Centerline PC Point of Curvature d Central or (Delta) Angle P. C. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing RRPG. Page CD Chord P.R.M. Permanent Reference Monument C.M. Concrete Monument P. Property Line EL. or ELEV Elevation (Proposed) P.O.B. Point of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement FD. Found P.I. Point of Intersection FD.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature in Iron Pipe PT. _. Point of Tangency P.R Radius R. Iron Rod RAD Radial Line Arc Length RES. Residence B Licensed Business R/W Right -of -Way S. Land Surveyor TBM Temporary Benchmark Mea Measured TYP. Typical WD(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial -X—X- Fence symbol (see drawing) Drown by: AH Chocked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scale : I'- 30' Plot plan performed: 03-11-04 Foundation Survey: 05-19-04 Final Survey: 08-13-04 Revisions . Drown by: AH Chocked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scale : I'- 30' Plot plan performed: 03-11-04 Foundation Survey: 05-19-04 Final Survey: 08-13-04 Revisions . CITY OF SANFORD PERMIT APPLICATION Permit # :— A 4 1 9 10 `` Date: XST nw. UW t Job Address: C c "e_ 1 ak Description of Work: 94L • Historic District: Zoning: Value of Work: $ ,SDeo Permit Type: Building .. Electrical _><o' Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS /56 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 Wate 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 #: ie & Address: ouqumg i.umpany: Address: Mortgage Lender: . Address: Architect/ Engineer: Address: Proof of Ownership & Legal Description) D I 11 I G . Phone: 1-- L-10I' r (a _4111 Number: 11' Phonej - 1-*( Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDLI OR L.N ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in Ihe. pu.bl.ic records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713/,,) %. Signature of Owner/Agent Date Suture of Print Owner/Agent's Name rint ontractor/Agent's N e ab k 5;17L6 Signature of Notary -State of Florida Date Signature of Notary -State of Florida ate l vn Andrea K. MON MV Commission DD287M Owner/ Agent is _ Personally Known to Me or Contractor/Agent is =Personally Known t Expires November 18, 2007 Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) V y COUNTY OF SEMINOLE ~' J|\^/ IMPACT FEE STATEMENT ISSUED DY CITY OF SANFORD STATEMENT NUMBER 104-76020 DATE: BUILDING PERMI COUNTY ER: __________ UNIT ADDRESS: _________.... ........ ___.... .... .... ___ TRAFFIC ZONE: JURISDICTION: SEC: TWP R SUBDIV IO PLAT B gotOWNERNAME: ADDRESS: _ - APPLICANT NAME: __ ADDRESS:,. ---------/--'-----^'--_ LAND USEUSE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIGT SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 2,285.00 STATEMENT RECEIVED BY: SIGNATURE" - NOTE TO RECEIVING SIGNATORY/APPLICANTx FAILURE TO NOTIFY OWNER AHD ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVEHUE SANFORD. .FL 3277: PAYMENT BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREM CE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. WTHIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT*******==******* J r r Permit # : o v Job Address: Description of Work: Historic District: _ l CITY OF SANFORD PERMIT APPLICATION V „ . Date: . 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential oror Commercial Occupancy Type: Residential V* Commercial Industrial Total Square Footage, —_ • is Construction Type: GM L # of Stories: # of Dwelling Units: _ Flood Zone: X (FEMA form. required for other than X) Parcel#: %! v— 5 UL- C/u"i Attach Proof of Ownership & Legal Description) I , , f- Owners Name & Address. 5/ SOUrHN C CftNE 2a7. M%tiJ'C iViO 3, y 5 1t Phone: 0 % 6Z (OD /, 7 Contractor Name & Address: / qL- U State License Number: Phone & Fax: p 6 01 07FOSS7 Contact Person: 0 PHAL&C44Xr— Phone 7 /, 7 O Bonding Company: A)A Address: / il Mortgage Lender: esint nr Address: NA I %J fAl lla Architect/ Engineer: Phone: Address: d3 JWK I/(L.>/1 rL m ax: h Application is hereby made to obtain a permit to do the14wk and installations as indicated. I certify that installation has commenced prior to the issuance of a permit and that all work will be performe 10 meet -standards of all laws regulatin can trucnon et1{ urisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUtvti}[NG, SIRNI rP0'aLS U N CE5„B(S S, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certifythat all ofthe foreg6ft',tnformatia at IIwor will be done mpliance with all applicable laws regulating construction and zoning, WARNING TO OWNER: Y(y AILURE TO CORD A NOTIQ. y OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPER V INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may 1. be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water man a ent districts, state agencies, or federal agencies. Acceptance o11 f per tis verification that I will notify the owner of the property of the requirements ofjFlen Law, FS 713.$ Oj Signat re of Owner/Agent Dat Signatuieor/Agent ate c IC.% / / / I Vic+ /". — "" Oj i $ Print Owner/ Agent's LU Print Contractor/ ArQ2m o 10 W Q Signature of No y-State of Flon a ate Signature of Nota - orida LU D e * ` W '•: o 41 ro Owner/ Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or 0 _ Produced I D MA — Produced ID (i/4 4. rA'PR ATION APPROVED BY: Bldg A 7 Zoning: Utilities: FD: initial & Date) (Initial & Date) (Initial & Date) (Initial Date) Special Conditions: a Q hhecla k inch 0'T rr. cony P i Iasi is as a ass a au a a ii aai u an as a ai as a a is iai i ia Permit Number: O 7 / 2) Z) Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. NARYANNE moRSE, CLERK OF CIRCUIT COURT MINGLE COUNTY BK 05236 PG 0564 CLERK'S # 2004043549 R RD€D 03/24/ 4 12081M PH RECORDING FEES &N RECORDED BY S O'Kelley CERTOFiEU COPY MARYANNE MORSE CLE,RK OF CIRCUIT COURT SEO IN-1.E rQk, FLORIDA County of Seminole. 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 0( 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 o i% G/iC[ —Sanford, FL 2. General description of improvements New single family residence 3. Owner information : Name Morrison Homes Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Numbe00 407) 629-0077 Fax Number 407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Address 151 South Hall Lane. Suite 200 Maitland FL 3275.1-7172 Tel Number 407) 629-0077' Fax Number 407 629-5282: 6. Surety : N.A. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself ; Owner designates the following to receive a copy of th 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 ing. Date Signed: Signature of Owner's Agent, MR k Y,u Sworn tWsubscri before me this by Maria Lisa Steiner, who is personally known to me. A, CLAW MY COMMISSION t DD 214811 Signature of No ry: Notary Seal: * * EXPIRES: June 27, 2007 8ondedThruawpatNOWYServkes oF Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re web.seminole_county_title?PARCE... PARCEL DETAIL s y rkN UAY CIR1 k mintJr C tmnty Fw:vr rmutr NAR ISS AV Crr ct I lul N. klrs fir. 1Al rd 1-1. 12771 11'%fiNS-' lki GENERAL Parcel Id: 23-19-30-502-0000-0240 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 246 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vacllmp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision t Q Back [" )I- I r j 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 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 24 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. f you recently purchased a homesteaded property your next year's property tax will be based on Just/lNarket value. 1 of 1 3/18/2004 9:45 AM erx 4880caates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89°59'43-W 50.00' L 2 N 89°59'43-E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY LI LOT 24 A" GRADING oF5.500 SO. FT. o CoV. 1v 24.1 PORCH o z .o Q 15.3' Q Dc r o e `- O 1979 O A-+ Q YORKSHIRE "A 6 B" Q A SINGLE FAMILY RESIDENCE n n VFIN, FL. ELEV: 15.2 01 v nm LOT 23 rn o mZR10 mnNm 65.0'D Ed 40.0'W Q Q O 12. 7'o o O O 21.3' O oil 0 1: ; o 136.78' ti L2 OO / I P.C.P. — — — S 89° 9'43"W-t 574.00' REFERENCED BEARING LOT 25 1; P.C.PP. \ CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT '*F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION: Lot 24. " 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 04117195. City of Sanford. Community Number 120294) SETBACKS: Max Coverage - 64 Front 25 Rear 20' SITE DATA Side 5 Corner 15' IMPERVIOUS SO. FT. . 56% Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA - 3.078 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on PRO f'OS ED Legend Temporary BenchmarkpiY O. Offset 2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum) O.R.B. PB Official Records Book Plat Book subsurface/aerial encroachments, if any, were located. BOW Back of sidewalk PC Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. C/L A Centerline Central or (Delia) Angle FCC. Point of Compound Curvaturep 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALL Calculated P.C.P. Permanent Control Point Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing PG. P.R.M. Page PropeneonlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedCDChord 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. FD. Elevation (Measured) Found P.I. Point of Intersection Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe PT. R Point of Tangency Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial Line Denotes %" Iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence W iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business RAV Right -of -Way O Denotes P.C.P. (Permanent control point) LS. Mea Land Surveyor Measured TBM Temporary Benchmark Denotes Permanent Reference Monument N/D(N&D) Nail and Disk TYP. Typical Fence symbol (see drawing) 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial X—X- Fence symbol (see drawing) certification: Not valid without a signature d the original raised seal of Florida licensed Survey nd Mapper This survey meets the req ire e s of the Flori a Minimum Technic Sfa rds as contained irY ha a 61G17- oride Administrative Te. Oarae L. Przemienfecki, F.S.M. Regisfered ,Trveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered SurveyWr and Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 Sketch of Legal Description This is not o Survey Drown by: AH Checked by: OP Prepared For: MORRISON Job Number: 02-017-02 Scale : I." 30' Plot plop performed: 03-II-04 Foundation Survey: Final Survey: Revisions . FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A: PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite; and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 246 VENETIAN BAY CIRCLE O;M.B. No. 3067-0077 Expires December 31, 2005 CITY STATE ZIP CODE SANFORD FIL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 24 ," VENETIAN BAY " PLAT BOOK PAGES. PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#) E NAD 1927 NAD 1983 USGS Quad Map E Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined E Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barter Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction' E 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 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? o a) Top of bottom floor (including basement or enclosure) 15. 6 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o d) Attached garage (top of slab) 15. 3 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 15. 0 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 14. 7 ft.(m) o g) Highest adjacent (finished) grade (HAG) 14. 9 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) Yes E No F)2 0.2E zU) Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001. CERTIFIERS NAME Darae'L. Przemieniecki LICENSE,NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue A Altamonte Springs FL 32714 SIG ' DATE TELEPHONE l G c (/ l k/V1 8-20-04 407-788-8808 FEMA Form 81-31, January 2003 V See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 246 VENETIAN BAY CIRCLE CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (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 owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I, Check here if attachments I FEMA Form 81-31, January 2003 Replaces all previous editions Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) August 20,2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 24 Venetian Bay, 246 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 246 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 24, "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 In Darae L. Przemieniecki , P. .M Associate Vice President DLP/bb P Herx * *Jssociates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping L I NE BEAR of Survey 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 2'3-1 L I F2-3 1-6- BRICK WALL FD S' 0/ SF5-- LOT 24 o FD 5' 0/S A" GRADING o 500 50. FT. N Cov. v 24.7 PORCH Z o O 15.3' O nc 0 r 0 O 1979 O Cl:-, O YORKSHIRE -A & B- O a SINGLE FAMILY RESIDENCE D n VFIN. FL. ELEV: 15.6 a' v rim LOT 23 rn o mm LOT 25 Rl o m Zi n a rn m y O O 0 O 12.7- o O O 21.3' O 0 0 0 N v ut 136. 78 ' A I 1 (No CAP) a.6' N 0.2. 0.3' In O O P.C.P. S 89° 9'43"W- 574.00' - - P.C.P. REFERENCED BEARING \ CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50' R/W) TRACT -F - PRIVATE ROADWAY LEGAL DESCRPTION Lot 24. " V E N E T I A N BA Y according to the Plot thereof as recorded in Plot Book 63 at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X .. according to the Flood Insurance Rote Map /Community Panel Number 120289 0035E.Dated 0417/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plott' from Flood Insurance Rote Mops pprovided by FEMA. No field slrveyurg was performed by this Firm to determne tivs Zone. The exact zone location can onli be determined by an elevation study. We assume no responslbilty for actual flooding condtions concerning this parcel SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43-W Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. hc. Job Number 2001. General Notes: 11 1. This is a BOUNDARY Survey performed in the field on O5 "9 ' D9 Legend 2. No ac,dal, surface or subsurface utility installations, underground improvements or D Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CY Centerline Construction plans provided by the Client unless otherwise noted, and are shown d Central or (Delta) Angle only to depict the proposed or actual difference in elevation relative to the assumed CALC CB Calculated Chord Bearing temporary Benchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Found 7. Platted and measured distances and directions are the same unless otherwise noted. Fin,Fl. Elev. I.P. Finished Floor Elevation Iron Pipe B. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes W iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length A" iron rod with red plastic cap marked "Witness Corner', unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Per vent Reference Monument Mea N/D(N&D) Measured Nail and Disk 2004 Her ssociates Inc. All rights reserved N.R. Not Radial O/S Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page P.R.M. Permanent Reference Monument P/L Property Line P.O.B. Point of Beginning P.O. C. Point of Commencement P.I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence RAN Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Ceaitic onl l valid :y!thout the signature and the original raised seat Drown b y : AH or a F rl-sed Surveyor and Mapper: This urvthe requirements ofthe Florida Mini umTechnicalChockad 6y: DP Sta darained in Chapter 61G 17-6 Florid A ministrative Code. Prepared For: MORR I SON Job Number: 02-017-02 Scale : I - 30' Plot Ion performed: 03-11-04 William A,Hex,P.L.S.FloridaReglsteredLandSurveyor o.3182 Foundof Survey: 05-19-04 Darae L. Przemieniecki, P. S.M. Registered Surveyor and Mapper No. 6030 Final Survey: 08 - 13 - 04 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 AUG 1 6 2004 Revisions Herx & Associates Inc., State of Florida LB 4937 iI TRUSS INDEX SHEET FTIPerRule61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z1979B gg UPP® 71Address1VENETIANBAY Address 2 LOT 24 a.t 1tycomgany Jurisdiction: CITY OF SANFORD ORLANDO TRUSS DIVISION General Building Design Information DBA SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANS11TPl 1 APOPKA, FL 32703 Design Loads 407- i 9-1522 FAx: 40 Roof: 37 PSF 299-9153 Floor: - Wind: 120 MPH ASCE 7-98 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer:. Seal 15-Mar-04 Truss gineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42104 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 28 Plus Standard Details a Truss ID: R1 f SrWA R3 R4 RS a,g Y EEI + R6 S e E€ RS. R9 Ei kEi f4 R21 h R22 b Eel1- t, r J.E R23 R242PLY R25 R26Ell R27 EE n vi V2., H1 I11 E H2 E EEE H3 E1 r E2 a k E3 l e C2 uN C3 IDS C5 L— Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers M M 6 ENTRY COLLMJ A KNEEWALL w 15" 0: PL. HT.EM IST FLOOR FLATE HEIGHT m It 4' UNLESS OTHEF.WISE NOTED William M. Ranieri PE FL Lic. No. 42764 O' This placement plan shows the designation and relative location of each truss component and Is to be used in conjunction with the correspondingg truss designs. The Truss Engineer's responsibility relative to this structure consists solely of the design of the individual trusses, truss -to -truss connections and does not include the design of any supporting structural elements. The building design professional has final, approval of the truss framing and/or truss placement plan. The design of the temporary and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateral loads from wind and/or seismic activity Is the responsibility of the building design professional. Additional approval by the building design professional shall include, but not be limited to, design loading, lengths, profiles, pitches and depths. 12,0 0 4 3/16' HOLD TRUSSES W/ RAISED FEELS 6 8 DACK TON DLOGY e Z' OIJ FRA1.f PIPLLh MYTH UUMDEF G0 FOOF TFU55 DIVISION 2722 SOUTH AFOFKA DLVD AFOFKA, FL. 32703 407) 2qq - 1522 FAX (407) 2gci - g153 Engineering Gertifi(ate Of Authorization # g21(5 NOTE`? 1) IT Fi THE DULDER"5 RES7011f)DLITY TO VERIFY TRV55 PLAGevENT PLAN AND TRUSS DESIGN DRAWZOS AGANST FELD G NDITICNS AND DE5KN "TENT. IREFEREICP. SECTION 1A2D AN51/171 H9951 APPROVED: NAW IPRNTI------_— _---__ 561JEODATE 2) TRVS5E5 IA15T NOT DE CUT OR ALTEREDNANYPAYWITHOVTPRIORAUTHORIZATION DY SMYrH TKU55 GaXANY. 3) TRUSSES THAT ARE GUT OR ALTEREDTWMTAUTHORIZAUONWLLDfF.EPACED OR REPLACED AT CUSTMER'S EXFENSE. q) DAGro-Mr£5 OF ANY KID ILL NOT DE GPMFIr RED WITFOUT PRIOR REVIEW AND WRITTEN GON5ENT DY 5MYTH TRUSS COWANY. DETAILS: 1) REFER TO HD 9 TEWM(r \DATION5 FOR HANDING, NSTALLATCN, AND TENORARY DRACNG) REFER TO ENCO6 EERED DRAP9J65 FOR FERMM6JT DRhCM REOUWEP 2) ALL T9VS5E5 QJ -U(Vr TRUSSES UNDER VALLEY FRAMJG) kLr,T DE G04.FLETELY DECKED OR REFER TO VALLEY TRVSZ PETALS FOR ALTERNATE DRA6NG REOLRB.EN'TS 3) ALL VALLEYS TO DE CONVENTONALLY FRA6.ED DY MLDER q) INTERIOR LOAD DEARNG WALL5 OzF, ANLEG;:- H) 1,26 RS TO AG) TFV N SIMPSON I USP KANT-SAG D- HUS26 OR THD26 HHUS26- 2 OR THD26-2 O - HHUS28-2 OR TH028-2 9)- HHUS48 OR THD48 1) - HGUS26-2 OR THDH26-2 r) - HGUS28.2 OR THOH28-2 O - HGUS28-3 OR THOH28-3 SUUR210 OR SKH21OUR O - HGUS48 OR THDH48 THA422 OR MSH422 THAC422 OR MSH4221F HUC410 OR HD4101F O .. THJA26 OR HJC26 Ig7q " D' PDDRE55 YOKKSH' E X L ly/yD - Lly/7O - KI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= IMIZI UWU FKtrAKtU rKUM l.UP1rUItK 114YU1 (LUAU) h 1)1 P1 t N J1 U NJ) JU ISMII I L U t5T IKU3J 1.1r K. 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=_5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDLNG DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. J AV— JAU— - JAU— 3X8 (B1) e 3X8 (B1) 1-4-0 1-4-0 t-y rr 20-0-0 20-0- 0LEE , I 40-0-0 Over 2 Supports R=1561 U=479 W=8 R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD OTY:12 FL - 1 - - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SU17E 200, MAD ISO N, WI 53719), FOR SA E7Y PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS DTHENWISE INDICATED. TOP CHORDSHALL 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 4 at F Cw••/ w G*iiil '7% [[ ND. 42704 r T C T C BC .DL L L D L 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 4 0 7 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5 / 0 5 / 0 3 DRW-SLTUSR352 03125006 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FA ICATINC, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S P E C I FI C AT I O N . PUBLISH ED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Z STATE OF 5• A P.j {V M R Q••• r ` BC TOT. L L L D . 0.0 37.0 P S F tTcPSFF S L T - E N G / W M R c / J E 4 N 26241 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZA71ON #9218 DRAWINGS- 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI.1-1995 SECTION 2. May o.5 '03 SPACING 24.0" JREF 1S2I352_ZO3 417/Vb - L17/JD - KJ), . TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 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. 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 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 5X6= 5X6= 2. 5X4 a 2.5X4 6 r- 6 5X6 0 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X8 (B1) a 3X8 (B1) t4-0 ty I 19-0-0 2 0 0l 19-0-0 J 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R IDesign Crit: TPI STD FLBC 0TY:2 FL 1 - R - Scale=.1875" Ft.. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND R T C L L 20.0 P S F R E F R 3 5 2-- 4 0 7 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 56 D'ONOFRIO DR., SUITE Z00, MADISO N. NI 53119), FOR SAF E7Y PRACTICES PRIOR TO G S IFI(,'• F ERFORMING THESE FUNCTIONS. UNLESS OTH ERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Gv %' > T C D L 7.0 P S F DATE 05 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. } ide• 4Z704 ROOFTRUSSDIVISION - IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i 2 BC DL 10.0 PSF DRW SLTUSR352 03125001 - PR000CTS, 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 STATE OF Q B C L L - 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN 407-299-1522 SPECIFICATION PUBLISHED BY THE AMEICN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE•'• CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 R O•••TOT. L D.. 37.0 P S F S E Q N - 2623 3 FAX: 407-299- 9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER iis/As,AZCw PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Yry 4 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 OFAUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 ,-- 1S2I352_Z03 AWI/TPI 1-1995 SECTION 2. SPACING 2 4.0 ' I, JREF- 11y/9b - L1919b - K4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180.TOTAL LOAD. 5X6= M1J UWU NKtFAKLU LKUM LUMKUItK 1NKUI (LUAU) & U1Mt NJIU!'.S) SUBMfIILU UY IKUJJ MFK. 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED. WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6m 2.5X41 2.5X4 5X6 5X6 6 r 6 9-4-0 5X6= 5X8= 2 5X4 = 5X6= 3X8(B1) = 3X8(B1) 1-4-0 1-4-0 17-0-0 _L 6-0-0 _1— 17-0-0 i 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLI IYP. Wave IP1-95 R D e s i q n Crit: TPI STD FLBC 0TY:2 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND Rqy T C L L 20.0 P S F R E F R 3 5 2- -4 0 7 4BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO ` •;'((F(•• Vj PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED- fG`(J- %`{ :j T C - D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. / IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER ED f ND. 42704 1. ROOF TRUSS IV1910N PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *•, - i* BC DL 10.0 PSF DRW SLTUSR352 03125008 2722 SOUTH APOPKA BLVO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7C APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L STATE OF 2 BC L L 0.0 P S F S L T - E N G / W M R 4O7-Z9S1 5ZZ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S. j Pf' pLEI FAX: 40 919-1522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .,O R1,•' P TOT . L D . 37.0 P S F S E O N - 26239 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 . 1.25 - FROM R IuIRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORVAITON 89218 COMPONENT FOR -ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 05 '03 SPACING 24.0" JREF - -1S21352 ZO3 rrcn ov ro ncc uro LJJIYL5 - L17/Jb - KD TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X8 (B1) Q 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6E 2X4 III 5X6Em 5 X 6 5X6 6 r 6 9-4-0 YA m I vVr 'Iy8 Syr, 2 X 4 III 3X8(B1) 1-4-0 1-4-0 i 15-0-0 I 10-0-0 1 - 15-0-0 _I 40-0-0 Over 2 Supports =j R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC la QTY: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 BRACIHGJ. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO R. SUITE 200. MAD ISO N. MI 53119),. FOR SAFETY PRACTICES PRIOR TO F ERFORMIMG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THI DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IY Q FI C.4 0cG i No.42704 j" 1 STATE OF S O RIO :.•• T C L L T C D L BC DL B C L L T 0 T. L D. 20. 7. 0 10.0 0-. 3 7. 0 0 0 P S F P S F PSF P S F P S F REF. R 3 5 2-- 4 0 7 5 DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. RooFTRl1SSDIY1StON 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 4PKA,9.1 522 FAX: 407- 299-9153 DRW SLTUSR352 03125009 _ S L T- E N G / W M R S E Q N 37411 D U R . F A C . 1 . 25 FROM R H PROFESSIONAL ENGINEERINGDRAWINGS160 A- Z...THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS n•..••,.• v Al, SPACING 24 0" J R E F 1 S 2 I 3 5 2_Z 0 3 CERTIFICATE OFAUTHORRATION #92IB COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AAW I/ TPI 1-195 SECTION 2. M ay 0 kc>y%yts LI 'J13 - KO) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 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= 3X8 (B1) 3X8 (B1) ry 1-4-0 13-0-0 I 14=0-0 I 13-0-0 40-0-0.Over 2 Supports I R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:2 FL - 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLINC AND BRACING. REFER TO HIO-91 '(HANDLING ' INSTALLING AND BRACING); PUBLISHED BY TPI (TRUSSPLATE`` Re,_20.0 TCLLPSF REF R 3 5 2 - - 4 0 7 6 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO IFIC •••, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED lG ; T C D L 7.0 PSF DATE 0 5 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.. F N0.42704 ROOF TRUSS DIVISION IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTSINC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 0312501.0 2722 SOUTH APOPKA BLVO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND NOS DESIGN l STATE OF Q BC L L 0.0 PSF S L T - E N G / W M R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF (NATIONAL BY THE FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE prjty ao7-299t5z2FAX: 407. 299.9153 SPECIFICATION PUBLISHED AMERICAN CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND U.NL ESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R1C.•• I(( 1y slRp a t TOT. LD. 37.0 . PSF SEON 37415 PROFESSIONAL ENGINEERING DRAWL NGS_ 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 r1' 4• DUR. FAC. 1.25 FROM LI RH CERTIFICATEOF AIITHOKLATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 SPACING 24.0" JREF 1S2I352_Z03 ANSIiTPI 1-1995 SECTION 2. Lly/ytS - L1N/715 - K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. IM1J UNU VKLVAKLU LKUM l,UPIVUIILK INFUI (LUAU) 6. U1PIt IV91VIVJ) JUtf MlI ILU of IKUJJ PIFK. 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. 6X6= 5X6= 2. 5X4 = 6X6= 2 X 4 2 X 4 6 r 1 g 9-4-0 5X6= 3X8= 5X6= 5X6= 3X8 (Bl) = 3X8 (Bl) a 1-4-0 1-4.0 r ty I. 11-0-0 _l_ 18-0-0 ,L 11-0- 0Le I 40-0-0 Over 2 Supports R=1561 U=489 W=8" R=1561 U=489 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC a QTY:1 FL 1 R - Scale 1875" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUT F, 583 D'ONO FRIG OR., SUITE 200', MADISO N, NI 53719). FOR SAFETY FR ACTICES PRIOR TO''T'F•'' PERFORMING THESE FUNCi[ONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TP1: OR FABRICATING, HANDLING, SHIPPING,INSTALLING ANDAPOPKA, BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN L M• AIryw I a (.•• ggg F ND. 42704. STATE OF jL T C T C BC BC L L D L DL LL 20.0 7. 1D.D Q.D P D P PSF. PSF S F S F R E F R 3 5 2-- 4_0. 7 7. S MYTH LUMBER CO. ROOF TRUSS DIVISION SOUTH APOPKA BLVD. FL 32703 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 031250112722 SLT-ENG WMR 407-299-1 522 FAx: 407-299-9159.,, SPEC IF[CA71DN PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE ,LOCATED ON THIS DESIGN, POSITION CONNECTORS PER L IPrvC? R10k TOT L D. 37.0 P S F S E Q N - 37023 D U R F A C . 1.25 FROM L1 _ R 11PROFESSIONALENGINEERING DRAWINGS 160 A-Z. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPON ENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p t 44 4 CERTIFICATE OF AUT1-IORRATION #921Ei C IJTPNT1FOR ANSEPARTNCULAN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 0 5 SPACING 2 4. 0 4 J R E F.- 1 S 2 I 3 5 2_Z 0 3 Z1979B - Z1979B - R8) THIS 'DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMjTTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense`. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG,'NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF„ WIND WEBS 2x4 SP ##3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.. (Al 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 - IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DESIGNER FOR,CLB ANCHORAGE AND.SUPPORT REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 5X6= 2.5X4 = 5X8= 9-4-0 5X6= 3X8= 5X6= 5X6= 3X8(BI) = 3X8(B1) a r 1_ 9-0-0 I 22-0-0 I 9-0-0 40-0-0 Over 2 Supports R=I561 U=491 W=8" R=1561 U=492 W=8 PLT TYP. Wave TPI-95 R Desi n.Crit: TPI STD FLBC 0TY:l FL 1 R - Scale =.1875" Ft.' WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91, (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE A/f-/ T C L L 2 0 ..0 PSF .REF R 3 5 2 - - 4 0 7 8 INSTITUTE, 583 D'ONOFRIO DR. , SUITE 200, MADISON. WI 53.719), FOR SAFETY ' PRACTICES PRIOR TO - ••'f IFIC •`•.V PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED JG T C. DL 7.0 P S F DATE - 0 5 / 0 5 / 0.3SMVTHLUMBERCO• STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f NO.42704IMPORTANT"* FURNISH A COPYOF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1Fi00FTRUSSIYISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C C * * BC DL 10 • Q PSF DRW SLTUSR352 03125012 2722 SOUTH APOPKA-BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND i.-gTATE OF C t,,1 APOPKA, FL 32703 BRACING OF TRUSSES. -THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OFNOS(NATIONAL DESIGN S S B C L L 0. 0 PSF FS L T- E N G / W M R 407- 299-1522 SPECIFICATION PUBLISHED AY THE AM ERICA FOREST AND PAPER ASSOCIATION) AND TPI- ALPINE ••••OR`OP' - F. vc: 407-299-91 53 - CONNECTORS ARE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NO7E0. .APPLY CONNECTORS TO nn ., r•• TOT . L D.. 3 7.0 PSF S E O N - 37406 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER . V/^1, M _ u PROFESSIONAL ENGINEERING DRAWINGS, 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VV {• D U R F A C1.25 F R 0 NI RII RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORPLATION #9210' COMPONENT - FOR•ANY-PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May o5 '03 SPACING 24.0" JREF - 1S2I352_Z03 2X4 T2 T3 2X4% 1 kLly/ytI - LIJ/7I3 - KJ) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 5X6= 3X6 2X4 III 7X6= 2 X 4 III 3X6= 5X6= 2X4s ZX4 3 6 r A) A) 6 3X8= 6X8= 3X8= 6X8= 3X8 = 3X8(131) cod°E 1-4-01-4-0--- 15-8-0 _ 1 I 7-0-0 1 - 26-0-0 —1_ 7-0-0 _I 40-0-0 Over 3 Supports _ J R=598 U=195 W=8" R=4075 U=1152 W=8" R=1494 U=448 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 FL 1 - R Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M. T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 0 7 9BRACING.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING], PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OHOFR[0 DR., SUITE 200. MAD N, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ?• T1F1 ,••••• 4.cA` TC DL 7.0 PSF DATE 05/05/03 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. :G to ROOF TRUSSDIYISION — IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F NG.42704 BC DL 10.0 PSF DRW SLTUSR352 03125013 - PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * S = i. 2722 SOUTH APOPKA BLVO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7C B C L L 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 STATE OF .A- 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE L CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R1QM•. / TOT . LID. 3 7 ..0 P S F S E O N - 37404 FAX: 407-299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S •t PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Ip yp•(c 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 AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 05 SPACING S E E ABOVFI J R E F :.- 1 S 2 I 3 5 2_Z 0 3fr5i/TPI 1-1,-95 SECTION 2. I IJ1yD - II J17D - KKI). 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. Inca UWU VKtrAKtU VKUl9.LUMFUItK INFUl (LUAU) a U1MtNaIVTIa) aUUMiIItU III IKUaa MrM. 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15:00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. i 5X6= 3X8= 5X6= 3X8= 5X6= 2. 5X4 % 2.5X4 6 1 6 0-8-0 T2X4111 9-4-0 5X6 (R) III 2X4 III 5X6 (R) III SXg= 2X4 III6X12= 3X8(B1) = 6X12= 2X4 III 3X8(131) 1-4-0 1-4-0 11-0-0 18-0-0 11-0-0 19-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=671 W=8" R=1561 U=671 W=8" PLT TYP. Wave TPI-95 R Design Crit: TPI STD 1 a OTY:1 FL 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 A T C L L 20.0 ` P S F R E F R 3 5 2-- 4.0 8 0. INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Q. 4, q PERFORMING TNESE FDNDTIDNS. UNLESS OTHERWISE INDICATED, i0P CHORD SHALL HAVE PROPERLY ATTACHED Z FI••:/F T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V T _ Fi00FTRUSS IVISION '-"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • 4FRODUCTS, INC. -SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM. THIS DESIGN; ANY FAILURE TO N0.42704 BC DL l0. Q PSF DRW SLTUSR352 0312501 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 APPLICABLEPROVISIONS OF NOS (NATIONAL DESIGN 2 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 PAPER ASSOCIATION) AND TPI. ALPINE s STATE- OF 407-299.1 522 (. f tVCONNECTORSAREMADEOF20GAASTMAS53GR40GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Pf T 0 T . L D . 37.0 P S F S E O N - - 26254FAX: 4.07-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •nAy0 _R,O_ •••• DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Vsj/ • tPROFESSIONALENGINEERING -RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ,,{• D U R . F A C . 1.25 FROM R L W CERTIFICATE OF AUTHORrLATION $t9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 0 5 ANSI/TPI 1-1995 SECTION 2. SPACING 24 0" JREF - 1S2I352_Z03 kL17/JO - L1N/VD - KCC/ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. u1J Urvu rnCrHnCU rnVrl . UI'irU1CR 11YrV1 LLVAUJ a UIPICIVJlutiol JUDI-111 iCu DI n 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8= 2X4 III 3X8= 5X6= 3X4= 6X6= 2X4 2 X 4 6 r— 6 0-8-0 V A III UPS 5X8= 6X121 8X12= 7X8= 5X6= w 3X8 (131) = 2X4 III 2X4 Ill 3X8 (B1) 1-4-0 1-4-0 9-0-0 22-0-0 9-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports R=1561 U=676 W=8" R=1561 U=676 W=8" 9-4-0 PLT TYP. Wave TPI-95 R I Design Crit: TPI STD a OTY:1 FL 1 R Scale=.1875" Ft. WARNING-* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M e T C L L 20 .0 P J F R E F R 3 5 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE { i7 INSTITUTE, SB3 D'O NOFRIO DR., SUITE 200, MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO .tIFIC . PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED : ( 4,•. F T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.}f! ((A pp/ ROOF TRUSSDIV1310N -; IMPORTANT-*. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC. DL 10.0 PSF DRW SLTUSR352 03125015PRODUCTS, 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 1 l BC L L 0.00 P S F S L T - E N G WM RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ,STATE OF Q / SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - q Fax 0407.2919 22 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •.< p R1QT 0 T . L D . 37.0 P S F S E O N - 26251 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON -THIS DESIGN, POSITION CONNECTORS PER _y Cii7 PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING YpNp,i - D U R . F A C . 1 .2 5 FROM R L W RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHONN. THE SUITABILITY AND USE OF THIS 7 CERTIFICATEOFAUTHORQI.TION #92IS COMPONENyµOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J REF., - 1 S 2 I 3 5 2 L D 3 1T F5SI"p, 1? 95 SECTION 2. O SPACING A C ING24.0- May " . TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :148, W9 2x4 SP #2: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. NIZI UNU YKtYAKtU YKUM UUMYUILK 1NFU-I (LUAU) & U1MtNJ1UTVJ) JUUMIIILU UT IKU.i.i MYK. 100 MPH WIND SBC or 120 MPH ASCE 7-.98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X8=_ 2X4111 3X8= 5X6= 3X6= 2.5X4= 5X8= pppppp I i 4X6(R) III. 6X12= 8X12= 5X12= 5X6= 2X4III 3X8(B1) = 2X4III 2X4III 3X8(B1) 1-4-0 1 4 0 fE 7-0-0 _I_ 26 0-0 _1_ 7-0-0 I f 12-0-0 ' 7-4-0 —120-8-0 fE 40-0-0 Over 2-Supports R= 1561 U=681 W=8" R=1561 U=681 W=8" 9- 4-0 PLT TY.P. Wave TPI-95 R Desi n Crit: TPI STD 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO y : R F p fG H1 f i 4, j704 1 T C T C BC L L - D L DL 2 0.. 7. 0. 10. 0 0, P P PSF S F S F R E F R 3 5 2-- 4 0 8 2 SMYTH LUMBER CO. ROOF TRUSSDIVISION DATE 0 5 / 0 5 / 0 3 DRW SLTUSR352 03125016 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703, 407- 299-1 522 - FA%! 407.299 91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. .HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND URLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1, k STATE OF OR1Qp• BC T 0 T LL L D . 0. 0 37. 0 PSF P S F SLT- ENG WMR S E O N 26248 D U R F A C .. 1 .2 5 FROM R L W - PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. May o5 '03 SPACING 24.0" JREF 1S2I352_ZO3 L1`J/Vb - Lly/Jb - KC4 ZFLY) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :146, W10, 1411 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 138 PLF at 0.00 to 138 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 40.00 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 5.4 PLF at 0.00 to 54 PLF at 11.00 BC From 20 PLF at 11.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.61" DUE TO LIVE LOAD AND 0.53" DUE TO DEAD LOAD AT X = 19-5-12. i ni3 Unu rn[rnn[U rnun uunrui tM 1iYrui LUHU3 n U11-IC1101VIO/ ovuriii "I 2 Complete Trusses Required NAILING SCHEDULE: (12d_box_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND. BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD 6X6= 3X6= 2X4 III 3X8= 5X6= 3X6= 2.5X4= 2.5X4= 5X6= I.'•'I.. I`' FAAWI 2X4 III 7X8= 8X12= 8X12= W115X10= 2.5X4= 6X8= 2X4 III w 3X8 (B 1) = 2X4 III 2X4 III 3X6 (Al) 1-4-0 1-4-0 H !y 5-0-0 30-0-0 5-0-0 12-0-0 7-4-0 20-8-0 40-0-0 Over 2 Supports R=2780 U=808 W=8" R=1680 U=652 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:1 FL 1 R Scale 1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NG) HANDLING, SHIPPING. INSTALLING AND 9 MSTITUTE. RE 583 DOONOFR 10 DRHANSU ITE 200TAMADISO NNDNBR AC 53719), PUFORS SAFE TY PR AC7IC ESU PRIORATO 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 FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M /Q GiZjFl 222 E N0.42704 S ? 1 TC TC BC L L D L DL 20.0 7.0 10.0 PSF P S E PSF R E F R 3 5 2-- 4 0 8 3 SMYTH LUMBER CO. F200FTRUSSDII/ISION DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352 03125017 - S L T - E N G W M R2722SOUTHAPOPKABLvD. APOPKA, FL 32703 407-299-1 522 FAX: 4- 299-1 2 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 7` Q 1y STATE OF S Ary O R1Q.•• / B C TOT L L L D .. 0. 0 37. 0 P S F P S F S E 0 N - 37448 D U R F A C . 1.25 FROM R L W PROFESSIONALENGINEERINGDRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NA` - SPACING SEE ABOVq JREF. - 1S2I352_ZO3 CERTIFICATEOFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A* SI/TPI 1-1SECTION 2. May 05, 995 L1y/ytS - Lly/yLi - KL5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 4-11-1 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. JACKS HAVE NO WEBS. 0-4-10 IHIS UWU PREPAREU FHUM UUMPUIER INPUI (LUAUS & DIMENSIONS) SUBMITTED BY IRUSS MFR. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND.TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 2X4III 5X6= 6f 6 9-4-0 2X4III 5X£t= 2X4III 3X6 (B1) 3X6(A1) L1-4-2 j L 4-11-0 _1_ 11-0-0 I 5-0-0 20-11-0 Over 2 Supports R=1206 U=442 W=3" R=1292 U=498 W=8" PLT TYP. Wave TPI-95 R Desi n Crit: TPI STD FLBC OTY:1 FL 1 R - Scale=.31.25" Ft. WARNING'" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND e •- e- T C L L 20.0 P S F R E F R 3 5 2-- 4 0 8 4BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE; 583 D'ONOFR IO OR., SUITE 200, MAD[SO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO `Y;'`1 F1 cw•. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 0, -7r -C T C D L 7.0 P S F DATE 0 5 / 0 5 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f IMPORTANT - FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N•'42704 /- ROOFTRUSSDIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * _* BC DL 10.0 PSF DRW SLTUSR352 03125018 2722 SOLFPH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP]: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND j APOPKA. FL. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF t BC L L 0.0 P S F S L T - E N G % W M R 407.299-1 522 SPECIFICATION PUBLISHES OY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A O Rl -* ( FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •.... TOT . L D . 37.0 P S F S E 0 N - 37482 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e•,• 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 HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTTFICATEOFAUTHORI7ATONtt9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 ' 03 ANSIJTPI 1-1995 SECTION 2. SPACING SEE ABOVEJ JREF - 1S2I352 ZO3 L17/7D - L17/7D - rtLUI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 120 MPH WIND, 16.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6(— I6 15-0-0 2 X 4 III 2X4(A1) = 2X4(A1) 1-4-0- 0-,J Q'-0-2J-1-1-4-OY Y_ 4-4-0 _L 4-4-0 J 8-8-0 Over 2 Supports R=402 U=325 W=3.5" R=402 U=325 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD ISO N, W1 5J719), FOR SAFE TV PRACTICES PRIOR TO PERFORMING THES E FUNCTIONS. UNLESS OTHERWISE [NO ICATATE[), TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH 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 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE NI TH TP1; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TM A653 G 407-299.1 522 SPECIFICATION PUBLISHED BY THE 4MER ICAN FOR AND PACER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASR40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER.ING PROFESSIONAL ENGINEERING RESPONSIB [LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I TABILI TV AND USE OF THIS CERTIFICATE OF AUTHORCzATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 19a OTY:4 FL - 1 T C L L TC DL f No. 42704 BC D L i STATE OF SOR10P.r`' BC LL TOT. LD. D U R. F A C May 05 SPACING R Scale =.375" Ft. 20.0 7.0 10.0 0.0 37.0 PSF PSF PSF PSF PSF REF R352--4085 DATE 05/05/03 DRW SLTUSR352 03125019 - SLT-ENG /WMR SEON - 37382 1.25 FROM RH 24.0" JREF,- 1S2I352_ZO3 I- -. -- - _-_ kLlJ/JI5 Liy77D - Kel) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC IMI3 UWa FKtrAMtU rMuPI LVmrUItM INFUI (LUAU) a UIPILN3IUIN3) 3UbMiIItU nT IMu33 Firr'. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 10.13 BC From 4 PLF at`-1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.67 BC From 4 PLF at 8.67 to 4 PLF at 10.13 TC 53 LB Conc. Load at 3.06, 5.60 TC 47 LB Conc. Load at 4.40 BC -11 LB Conc. Load at 3.00 BC 23 LB Conc. Load at 3.06, 4.40, 5.60 BC -9 LB Conc. Load at 5.67 5X4= 5X4= 6 F_ 6 15-0-0 2X4111 2X4III 2X4(A1) = 2X4(A1) L<1-4-o.Q10 -0' l-4-oY 1_ 3-0-0 _I. 2-8-0 _I, 3-0-0 _I 8-8-0 Over 2 Supports R=501 U=219 W=3.5" R-503 U=227 W=3.5" PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC CITY: 1 FL 1 R Scale 375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD-ISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED JG Ai/j-/ F c`• V T C T C . L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 4 0 8 6 DATE 0 5 / 0 5 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. H j N. 42704 DRW SL-TUSR352 03125020ROOFTRUSSDIVISION IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDIMPORTANT" INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1j * 7C 7 cBCDL10.0 PSF 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 1 J STATE OFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE FR OVISIONS OF -NDS (NATIONAL BE q S..4_: B C L L 0. 0 P S F S L T- E N G W M R 407-299-I 522 SPEC I FIC AT O N P UBL I SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 10GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O R,OPf T 0 T L D 37.0 P S F S E O N 37391FA%: 407.299 91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER, O A DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4r PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R F A C . 1.25 FROM R H CERTIFICATE OFAUTHORZ TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 '03 1 a NS,/TPI 1-1995 SECTION z. SPACING 24.0" JREF 1S2I352 Z03 lr l.If tnl.lf\ <IIDMITTCII DV TDIICC MCD Lly/yD - LiJ/JD - VIJ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 r— 3X4m 2X4(D1) = 6 2X4 (D1) 16-6-3 Le 2-0-0 2-0-0 4-0-0. 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 120 MPH WIND, 17.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:1 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M A T C L L 20 . U P S F R E F R 3 5 2-- 4 0 8 7 BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE •I INSTITUTE. 583 D'O NOFRIO DR.. SUITE 200. MADISDR, NI 53711), FOR SAFETY PRACTICES PRIOR TO 11F '• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED r* C4p':: T C D L 7.0 P S F DATE 05 / 0 5 / 0 3 SMYTH 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 j No.42704 BC DL 10.0 PSF DRW SLTUSR352 03125021 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - * S ,..L i 1 I 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN "Q s STATE OF BC LL 0. D PSF SLT-ENG /WMR 407-299.1 522 SPEC IF IC ATION PUBLISHED BY "AMERTEICANFORESTANOPAPERASSOCIATION) AND TPI. ALPINE S 'h R,OPr T 0 T . L D . 37 .0 P.S F S E Q N - 3742 7CONNE[TORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAx: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER , DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s/pNA ED U R . F A C . 1 . 2 5 PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERnFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 SPACING 24. 0 " J REF ,- 1 AYSI/ TPI 1-1,95 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMEh SIGNS) SUBMITTED BY TRUSS MFR. 41y/yt3 - ye) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4 6 F— T-16 2 0-0 2X4(131) = 2X4(D1) 15-6-3 2 X 4 III 1— 4-0-0 I 4-0-0 I 8-0-0 Over Continuous Support R=74 PLF U=27 PLF W=8-0-0 120 MPH WIND, 16.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 _.,jwmmft, 0TY:1 FL - 1 - R Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3'D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO P ERFDRMING THESE FUNCTIONS. UNLESS OTHERWISESE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED MP „ „,• C14.•. C• T C T C L L D L 20.0 7.0 PSF P S F R E F R 3 5 2-- 58612 y DATE 1 2 O 8 O 3SMYTNLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ay DRW SLTUSR352 03342007ROOFTRUSSDIVISIONIMPORTANT**, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED z9 N0. 42704 ; YYYccc BC DL 10.0 PSF PRODUCTS, INC .i SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 .,1 S L T - E N G W M R 2722 SOUTH APOPKA BLVO: APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS -OF NOS (NATIONAL DESIGN SPEC FI ATCONNECTORSIAREON PMADESOFD20GATASTMHE MA653AGR40RGALVEST PINE TAPPLYACONNECTORSSTATE OAF,?Q/` 9OB C L L 0 O P S F S E 0 N 37425 407- 299-7 522 AN9TEELEREXCEPTIASAT INOTON)EDND TO X s_ • r R,O,•' T O T L D 37.0 PSF FAX: 407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN; POSITION CONNECTORS PER 0 VVVsj D U R F A C 1.25 PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A1.EN N {• CERTIFICATE OF AUTHORIZATION #921E1 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF- 1S8J352_ZO4 r- THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Z1919b - Ili) TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF WEBS 2x4 SP #3 HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. 0-4-3 R=162 U=192 12-10-3 2X4 4.24 r— 3-9-14 9-4-0 5X4= 2X4(A1) = R=391 U=198 L-z 1-10-10 .j lEE 9-10-1 Over 3 Support R=407 U=322 W=11.314" 3-9-14 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 u 0TY:2 FL 1 - 'R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, IJI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE -FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS• BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO P . • IPIF ,•'• ci r0 F N0.42704 T C L T C D BC DL L L 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 58613 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 / 0 8 / O 3 DRW SLTUSR352 03342008 - SLT- ENG WMR 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1522 FAX: 407-299.91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t t 9Q STATE OF Q •• OR, D `,• S NA1.El1 BC LL TOT. L D . 0. 0 37. 0 PSF P S F S E 0 N 32968 D U R F A C. 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-995 SECTION 2. Dec 08 '03 SPACING SEE ABOVE JREF,- 1S8J352_Z04 tLly/Vb 41VIyPb - HCJ TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. 0-4-3 r l< 1-10-10 7-0-14 _ I 7-0-2 Over 3 Supports. 01 R=261 U=180 W=10.567" I M13'UMU rHtrAHtU rHUM LUrIrUI tH 1141-UI tLUAI1J h UI rlt IVJI UINZ,) JUUMII ILU DI IRUJJ I-1- 120 MPH WIND, 20.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 21-4-1 R=181 U=180 2-9-14 14 R=76 U=180 PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC QTY:3 FL 1 R - Scale =.375" 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-- 4 0 9 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING -AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONO FRIODR.. SUITE 200, MADISO N, Mi 53119). FOR SAFETY PRACTICES PRIOR TO ` •;•pp'(F C PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED tQ- %•- T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F ROOF TRUSSDIYISION "` IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE. INSTALLATION CONTRACTOR. ALPINE ENGINEERED E No.42704 BC DL 10.0 PSF DRW SLTUSR352 03125024PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * •; S 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND S APOPKA,FL- 32703 BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND (NATIONAL DESIGN •, STATE OF t BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICA0 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S' ^ s fav T 0 T. L D. 37.0 P S F S E Q N - 37433 FAX: 407-299.9153 - CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS -NOTED. APPLY CONNECTORS TO /:•••y R,f•••.1 `_ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TN IS DESIGN, POSITION CONNECTORS PER C A"^'•' UST 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 AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 05 '03 SPACING SEE ABOVE JREF - 1S2I352_Z03 Z19/9B - L1y/915 - H3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-0 CANT ONE FACE, 1-1-0 CANT OPPOSITE FACE. 4.. 24 f +1 7 3 R=U=180 0-4-3 1-9-14 0 R=95 U=180 2X4 (Al) L-- 1-10-10 >J-<1-5-11>jl--2-9-4— 4-2-3 Over 3 Supports--{ R=335 U=241 W=4.95" i nia unu rRCrHnCu rnvn wrnrvlCM IINYUI LLVHua a V—L.11.v11o7 . 120 MPH WIND, 15.74 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. r PLT TYP. Wave TPI-95 R Design Crit:,.TPI STD FLBC 19 a QTY:2 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDL-ING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAD ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PE RFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER.. q IFIC;q •:7/F i E N0.42704 L1 . STATE OF A,, v' A• T C L L T C D L BC DL B C L L TOT TOT.LD. 20.0 7. 10.0 0. 37.0 0 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 4 0 9 1 DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. ROOF TRUSSDtv1510N 2722 SOLTTm APOPKA BLvD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-91 53 DRW SLTUSR352 03125025 - S L T- E N G / W M R SEQN 37389 D U R . F A C 1 2 5 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 t7 A SPACING S E E A B O V E J R E F 1 S 2 I 3 5 2_Z 0 3CERTIFICATEOFAUTHORIZATION #9218 COMPONENT 1FORANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER MMay 05 _ kLI J/yD - G17/7O - C1J - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. LC1-4 101IE 7-0-12 _ I 7-0-0 Over 3 Supports R=363 U=251 W=8" IM13 UWU r1/LrAKLU rKUM L,UMFUILK INFUl (LUAU) u U1MtN3IUN3) JUUM1lItU LIT IMU33 MrN. 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 1-0 R=73 U=180 P L I IYP. Wave IP1-95 R Design Crit: TPI STD FLBC 1 a QTY:14 FL 1 - R - Scale =.375" Ft. WARNING`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND . T C L L 20.0 P S F R E F R 3 5 2-- 4 0 9 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IY INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS: UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED (p I FIC.4 •.// T C D L 7.0 P S F. DATE 0 5 / 0 5 /0 3 S MYTH LUMBER CO. STRUCTURAL FA NELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 rVT% I MPORTAN T. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOFTRussDIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO F ND.42704 BC DL 10.0 PSF DRW SLTUSR352 03125026 2722 SouTH APOPKA BLVD. .BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND y APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' B C LL 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. ALPINE STATE OF 407- 299-1522 (• s FAX: 407-299-91 53 EACHCC NEFAOCESOFRiRUSSE ANDOF 2UNLESSTDTHERWISE40OCATEO ONETHISEDESIGNXCEPT ASPOOITDON CONNECTORS. APPLY NFERORS TO i/ n4, R,O `•.ra V T0 T. L D. 37.0 P S F S E Q N - 37417 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NA D U R . F A C . 1.25 FROM R H RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS v CERTIFICATE OF AUTHORIZATION 1192111 COMPONENT FOR ANY PARTICULAR. BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER M a y 5 ANSI/TPI 1.1995 SECTION 2. - SPACING 24.0" JREF 1S2I352_Z03 I L. kilo/vb - Llylots - tL) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 RL108 U=180 2-10-3 0 R=48 U=180 IHlb UWG PKLPAKtU hRUM CUMPUIEK 1NPU1 (LUAU) 5 UlMtINJIUNJ) JUMP11IItu bT IKUbS MFK 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND RCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8'' PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:11 FL - 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE are-_ T C L L - 20.0 P S F R E F- R 3 5 2-- 4 0 9 3 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED t'I•('• rO.• T C D L 7.0 P S F DATE 0 5/ 0 5/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. to141!1/No.42704IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IRooFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 9 BC DL 10.0 PSF DRW SLTUSR352 03125021 2722 SOUTH APOPKA BLVD.. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF B C L L 0.0 P S F S L T - E N G /l!M R 407-299-1 522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A553 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Fax: 407-299 91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0•Rl.+• V T 0 T. L D. 37.0 P S F S E O N 37435 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER INGNALE+ PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORMA-NON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May o5 'Os SPACING 24.0" JREF 1S2I352_ O3A4SI)TPI 1-1995 SECTION 2. L-- F-- Z1979B Z1979B - E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 6 4 R-47 U=180 1-1I0-3 5[_0 - 0 R=23 U=180 L<1-4-011-1--3-0-12 3-0-0 Over 3 Su orts R=234 U=180 W=3.5" 120 MPH WIND, 15.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT.II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 0TY:3 FL - 1 R - Scale =.375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND ryww - BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE F RE F ' I T C L L 2 0.0 P S.- R 3 5 2 - - 4 0 9 4 INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTIC ES PRIOR TO - •'(,4t F C•"IIII PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE , TOP CHORD SHALL HAVE PROPERLY ATTACHED GC .i T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t N0 427 4 •' ROOFTRIISSDIYISION •"IMPORTANT` C FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y= :1 BC DL 10.0 PSF DRW SLTUSR352 03125028 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 77CC 7 2722 SOLIPII APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND i APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFIC AT PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION AND TPI. ALPINE '•A pr cv CONNECTORS ARE MADE OF ZOGA ASTM p687 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO •..0, R,0 ' T 0 T . L D-. 37.0 P S F -S E 0 N - 37379 FAX: 407-2999153 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 _iONAL D U R . F A C . 1.25 FROM R H R E SPONS 181L I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF All ORRATION #9218 COMPONENT FOR ANY PART IC ULAR 8UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ANSI TPI 1-1395 SECTION z. - May 05 '03 SPACING. 24.0" JREF - 1S2I352_Z03 L19/`Jb - L19/9t1 I-i TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 LX4(Al) 1 4 OBE 5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 0TY:4 FL 1 R Scale 375" Ft. WARNING"" TRUSSES REOUIRE.E%TREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), POOL ISHED BY TPI (TRUSS PLATE INSTITUTE, 6B3 O'ONOFRfO DR., SUITE 200. MADISO N, MI 53719), FOR SAFETY PRACTICES PRIOR TO P ERFORMiNG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE 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 ANV DEVIATION FROM -THIS DESIGN; ANY FAILURE TO R a' t F ,'•• i7 ` (!- r, eed77 j N0.42704 711[ T C T C BC L L D L DL 2 0. 7. 0 10. 0 0 P S F PSF PSF REF R 3 5 2-- 4 0 9 5 DATE 0 5 D 5 D 3 llSMYT' H LUMBER CO. RooFTRU55DfY1510N DRW SLTUSR352 03125029 _ SLT- ENG WMR 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299-1522 FAX: 407-2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TF1; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS MITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TATE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 6ALV. STEEL. E[CEP7 AS NOTED.. APPLY CONNECTORS.TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S - j " - OF A•• tiO R10 f I rr_ s!t BC TOT LL L D . 0. 0 3 7 .0 PSF P S F S E B N 36911 D U R F A C 1 .2 5 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i 4 S P A C I N G 2 4. 0" J R E F 1 S 2 1352_Z 0 3 CERTIFICATEOFAUTHORIZATION #9218 C'MPllEENP.T,lOR ANY SECTITPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 05 ' 0 3 I 3 L1N/Ntf - L1N/Nti - l,L) - TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD 1(10-4 IR-47 U=180 1-10-3 9-1- 0 R=23 U=180 L<1-4-0>13-0-12---->j 3-0-0 Over 3 Supports R=234 U=198 W=8" I HIJ UWU Flit PAKtU tKUM (•UMNUILK 1NVUI (LUAU) 5 U1 MtNJIUNJ) JUtlMIIItU t3T IKUJJ MYK. 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC QTY:9 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, 583D'O NOFRIO OR., SUITE 200. MADI$D N, NI 53719). FOR SAFETY PRACTICES PRIOR TO THESEFUNCTIONS.UNLESSOTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED hMRA _ - IFI(.'I/ PERFORMING 4;"•i:':t IT1. T C L L D L 2 0. 7. Q 0 P S F P S F R E F R 3 5 2-- 4 0 9 6. DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03125030ROOFTRUS5DIVISION IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION. CONTRACTOR. ALPINE ENGINEERED i No• 42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVO. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 1 7i 7C S L T- E N G / W M RAPOPKA, FL BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L STATE OF t%. Lv B C L L 0. 0 P S F32703 407.299.1 522 T INECTORS i. SEQN 37437APPLYACONNELPCONNECTORSIAREPMADESOF20GATASTMMA653AGR40RGALV. S T E E L ERE X CE PT AS NOTED- TO jj / OR10•.• TOT.LD. 37.0 PSFFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - s/ONpLE D U R F A C 1 2 5 FROM R HPROFESSIONALENGINEERING DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING -INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORRATON#9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TH E SUI TABIL I TY AND USE OF THIS COMPONENT FOR. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 13U ILDING DESIGNER, .PER ANSI/TPI 1-1995 SECTION 2. May 05 SPACING 24.0" JREF 1S2I352_ZO3 1 Lly/yfi L19/9B - l,S) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 0 > 4 U O 9-4-0. TR=- U=180 2X4 (A1) L<1-4-0 1-0-12 1-0-0 Over3Supports R=247 U=280 W=8" INIJ UKU VKLFAKLU rKUM UUMFUI tK INFIT I (LUAUb 6 UINtNJ1UwJ) JUnrlI IItU nl IKUJD rlr K. 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0.PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC TY:13 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN . FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPA] (TRUSS PLATE INSTITUTE. 683 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMA653 G FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A66J GR 40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IF1••. 3`l(J T;•% r N0. 4•j704 i STATE OF ;r L A. O R10P 11 Sj NAF T C T C BC BC TOT. L L D L DL L L L D. 20.0 7.0 10.O 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 4 0 9 7 SMlfl•H LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299-91 53 DATE 0 5/ 0 5/ 0 3 DRW SLTUSR352.03125031 - S L T - E N G / W M R S E Q N - 37439 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORRATION #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT 1FOR NSECTIICLAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Y D M a y 05 ' 0 3 - SPACING 24. 0" J R E F - 1 S 2 I 3 5 2_Z 0 3 L. - - - -- --- - k L17Y ND LI`Jf 715 - 1,4J 1m ID u"L, rmtrAmtu rmUM L.UrH'UItm IPl I-UI (LUAU) a UI Mr NZI IV IVJJ JUbP1I I ItU MT ImUJ3 Firm. TOP CHORD 2x4 SP #3 120 MPH WIND, 10.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 P.SF. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 6 f +110 - 4 R=70 U=180 1-10-3 qi- 0 R=30 U=180 2X4 (A1) L<-- 3 - 0 - 1 2--->j 3-0-0 Over 3 Supp2rts R=123 U=180 W=3.937" PLT TYP. Wave TPI-95 R Desi gn Crit: TPI STD FLBC _ a QTY:1 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD ISO N, W] 53719), - FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TEECONNECTORS CONNECTORSAREMADEOF20GAASTMA653GR40GALV. SL EXCEPT AS NOTED. APPLY CTORS 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 M R t I I • T(i r.4 '. f JA f N0.42704 1 : - _ 7C t STATE - OF rQ p c`, NA\ i T C T C BC BC T 0 T L L D L DL LL L D . 20. 0 7. 0 1Q. Q 0. 0 37. 0 PSF P S F P S F c r PJf P SF R E f R 3 5 2-- 4 0 9 8 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.299-1 522 FAX: 407.299- 91 53 PROFESSIONAL.ENGINEERING DATE 0 5 / 0 5 / 0 3 - DRW SLTUSR352 03125032 SLT-ENG WMR S E Q N 37421 D U R F A C . 1.25 5 FROM, 0M RLW CERTIFICATE OF AUTHORIZATION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI,TPI 1- 1995 SECTION 2. May O 5 SPACING 24.0" JREF 1S2I352_Z03 kIJIJD - LIJ/Ji5 - l,J TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6F— i 0-1JQ--1 U=180 4 FR=7 9180 O 2X4 (Al) 1-0-12 1-0-0 Over 3 Supports 7--7 R=52 U=180 W=8" r in nn v i•vi. vlli i i.f Vl \L UHUJ ii •.a v,•.,T .i .. ,.,,.„v •i, ,.••... .. i,,• 120 MPH WIND, 9.93 FT MEAN HGT, ASCE 7-98, PART ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP. B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC OTY:1 FL - 1 - R - Scale =.375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M• A T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 0 9 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I I NST ITU7E. 583 D'ONOFRID DR., SUITE 200, MADISO N, WI 53719). FOR SAFETY PRACTICES PRIORIOR TO'fI(++••., PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ': "'4T•. [` T C D L 7. 0 P S F DATE 0 5/ 0 5/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V S ROOF TRUSS DIVISION ` IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 i BC DL 10.0 PSF DRW SLTUSR352 03125033 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 7` B C L L 0 . 0 P S F S L T - E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS W,TH APPLICABLE PROVISION$ OF NOS (NATIONAL DE316N t STATE OF / 407-299-1 522 SPECIFICATION PUBLISHED DY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S Pr•AvCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . Q R10,•• AM TOT. L D . 37 .0 P S F S E O N - 37486 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 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R. F A C. 1. 2 5 FROM R H - PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH ONN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17ATION #9218 COMPONENT1F1995NSECT10ICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER M a y OS S P A C I N G 2 4. 0" J R E F - 1 S 2 I 3 5 2_Z 0 3 FF ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) IX4 "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' O" 7' 0" 7' 2" B' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" L7 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 11 STANDARD 3' 3' 4' 2" 4' 2' 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' B" 11' B" 1 3' 9" 5' 11 6' 4" 7' 0" 7' 6" B' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14 O" P 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' G" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DFL 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" 8' 9" 8' 9" 11' 11" 11' 11" 1 -/ #2 3' 11" 6' 9" 6' 11" B' 0" B' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E~ S P F 3 3' 10" 6' 0" 6' 0" 7' ll" 7' 11 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HP STUD 3' 10" 5' 11" 5' 11 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9". 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" C S P 2 4 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1" 1 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" q STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9, 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 / 2 4' 4" 7' 5" 7' 7" B' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 2" 6' 11 6' 11" 8' 9" B' 9" 10' 6" 10' 6" IT 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11 B' 9" 8" 10' 6" 10' 6" IT 10" 13' 10" 14' 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" ' 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 2 4' 7" 7' 5" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' S" 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" 1 14' DIAGONAL BRACE OPTION: li VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# AT EACH END. MAX WEB TOTAL LENGTH IS 14'. SYM1,I r 18" RACE 2X4 #2N OR BETTER 2X4 SP OR DA+ OR BETTER DIAGONAL I VERTICAL LENGTH SHOWN BRACE: SINGLE OR 18" * + I IN TABLE ABOVE. DOUBLE CUT L 1 I AS SHOWN) AT UPPER END. I ONTINUOUS BEARIN ;;;u sii.. pp` ,Ma uq/! L '„'' Z/ CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE FOR M0 L7 L Vig 00 KM WARNING- TRUSSES REDUIRE 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'DNOFRIO DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, NO, 42704 I S MYTH LUMBER C O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rt>lI MPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE ROOF TRUSS DIVISION INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION' FROM THIS 2722 SOUTH APOPIu BLVD. - DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI1 OR FABRICATING, G .• .STATE OF APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE o 00 •; 407-299-1522 FAx: 407-299-91.53 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 O• TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE- OF PROFESSIONAL O • +e SioPROFESSIONALENGINEERINGNGRESPONSIBILITYFORTHEDESIGNSHOWN. THETBUILDING NAtqCERTIFICATEOFAUTHpftIZATION7t92ISUITABIRIITYANDUSETHISSDMPONENTFORANYLELYPARTICULARISTHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. f ff(bTl BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 2 STANDARD #2 STUD 3 STUD 3 STANDARD DOUGLAS FDR-LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAAS 'FIR -LARCH 2 #2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0 OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. - ATTACH EACH "L" BRACE.WITH 10d NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 1N 18" END ZONES AND 4" O.C. BETWEEN ZONES. 4` FOR (2) "L" BRACES: SPACE NAHS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 807 OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' O" IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN I1' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. G THIS DRAWING REPLACES DRAWING A10030E it REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 1- ENG TOT. LD. 60 PSF MAX., SPACING 24.0" GABLE DETAIL srnl. + AFOR LET -IN VERTICALS BOUT ' GABLE VERTICAL LENGTH TYP. RIGID SHEATHING GABLE VERTICAL PLATE SIZES REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2*2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' O" 1X4 OR 2X3 2X0 GREATER THAN 4' 0", BUT LESS THAN ll' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED. WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699. A00015EN0699, A07015EN0699 A11030EN0699, A10030EN0699,-A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-90 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901. A08530EC0901 SBCCI GABLE DETAIL DRAIYINCS 511015EN0699, S10015EN0699, 509015EN0699, 508015EN0699, S07015EN0699 511030EN0699, 510030EN0699, 509030EN0699, S08030EN0699, 507030EN0899 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNRE[NFORCED GABLE VERTICAL LENGTH. x+< WARNINGx• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS PLATE INSTITUTE, 583 D'pNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. xxIMPORTANTxx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, APOPIU, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GRaO GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION 1t9218SUITABILiTY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 STATE OF zxs " r' REINFORCING MEMBER zxa ^ r" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS. MULTIPLY " T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4' " L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD, MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRAG: WIND SPEED AND hiRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 30 7. 10 7. 2x6 50 7. SD 7. 100 MPH 15 FT 2x4 10 7. 10 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. BD MPH 15 FT 2x4 10 7. 20 7. 2x6 0 7. 30 7., BO MPH. 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT' 2x4 0 7. 20 7 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 Z EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP //3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM " T" REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7" = 7' 3" DRAWINGS GAB98117 876,719 & HC26294035 K REF LET -IN VERT DATE 10/24/01 DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSF R. FAG. ANY X SPACING 24.0" FF 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 H, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD: CUT FROM 2X6 OR LARGER AS REQ'D f 4-0-0 MAX, 12 12 MAX.I } YZX4 Y2X4 2X4 I-- 8-0-0 MAX -I 4 16-0-0 MAX 12 12 MAXT _,_-,'-1'4X4j 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. E-NAILE W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL X3} Y1X3 14 1 A 4 C 6-0-0 W1X3 (q SPACINW2X4W1X3 W5X4/SPL JG) X3 COMMON IRUSSES PARTIAL FRAMING 20- 0-0 MAX (+ P,Iii11lIlIMIlr r AT 2-4, OC PLAN SUPPORTING TRUSSES AT .24" OC MAXIMUM SPACING. q THIS DRAWING REPLACES DRAWING A105 WARNING*- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING: REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED r `• %••• G TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR 11 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL-` C 20 15 7 PSF DATE 06/25./99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. t 7 NO. 42 / OIL IMPORTANTR FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIE ROOFTRUSSDIVISIONENGINEEREDPRpDUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ICAR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE jO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, - C LL 0 0 0 PSF SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH- APOPKA, FL 32703 APPLICABLE PROVISIONS OF 14DS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE O •'. STATE OF Q OT. LD. 407-2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA5 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY 60 55 57 PSF 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 O^ ' c .•• / i i4 ^ ••.` OR lO\ PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE THIS FOR 1 ........ \` A// 7j1; u/O DUR. FAC.1.25/1.33 1.15 I.15 SPACING 21 EfEN71FICATEOFAUTHORIU7lONN92lEANYTHENANSI//T USECTIONILDIG I RESPONSUITABISIITYBILITYDOFSTHOFBUILDINGOMPONENTDESDESIGNER, PI 1-1995 2 O`\\ rurruul...... 11 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX , HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), C) MAX HEIGHT WITH IX4 "T" BRACE IS 9'-10". RIDGE B), C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4. "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) I - (A) 3) 16d BOX NAILS C) ( B) 4'0" TYP. I(B) L- (2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO ZTRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING.: TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRDR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, I TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA OLvU. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE CERTIFICATE OF AUTHORIZATION R921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE - NAILED RATED SHEATHING PARTIAL FRAMING PLAN 11 v Nl Ivly IN 1SSVJJL,J Rl 1Sq uu 2) 16d BOX NAILS, TOE - NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING IiFIC, G F• BC No. 42704 _0 t TO o.• STATE OF 3) 16d BOX - NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 DL 20 PL 10 IL 0 ILD. 60 30 15 10 0 40 PSF 7PSF 10 PSF 0 PSF 57 PSF REF CONV.. VALLEY DATE 06/25/99 DRWG VALCONVFO699 ENG MLH/KAR 55 E1C. 1.25/1.33 151.15 CING SEE ABOVE csSION ffi- I TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. E n A Er E EITHER PLATE LOCATION IS ACCEPTABLE/ 12 12 MAX MAX SIZE OF 2X12 2 OR BETTER A E, A 20' FLAT TOP CHORD MAX SPAN Erl E E E B OPTISPLI E B B C II B C D—SPLICE B C 2 C TYP. B H tc C B C B C C—TYP. C C JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375'. NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING 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 WEH 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ' ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 0 0 ° ° 0 0 oo 0 0 0 0 2" 0 O 0 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. +'•l"Ill `NQAWING REPLACES DRAWINGS 634,016 634,017 & 847,045s, WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 4 / 1' •i KIF'!'• F MAX LOADING REF PIGGYBACK INSTITUTE, 583 D'ONCIFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETYPRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BUTTUM CHORD SHALL yJ V ll.• gT, V C •' 55 PSF AT DATE 06/25/99 DRWG PIGBACKBO699 SMYTHLUMBERCO. HAVE A PROPERLY HTTACHED RIGID CEILING. 1.33 DUR. FAC. ROOF TRUSS DIVISION I 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 TPII OR FABRICATING, No. 42704 50 PSF AT i 2722 SOUTH APOPKA BLVD. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 9 5 DUR. FAC. ENG DLJ/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 2 407- 299-1522 - FAX: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O F STATEz47 PSF AT DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL - 1 iA •• •• 1.15 DUR. FAC. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE CERTIFICATE OF AUTNORIUTION 09210 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O_ V - ACING 2 4.0 N A1- BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 ` 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4++ MAX+ 3X8043X12 TRULOX18 MAX 4 **LOX 2X8 WEDGE 2) SD NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING- IrWARNING-* 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, 5B3 D'ONOFRI DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;r FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 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 PUBLISHE BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX; 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING IN ICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 lNY y,, TC LL — PSF REF BC FILLER 11FICq F DL — PSF DATE 06/25/99 G %.•.•. B DL 10.0 PSF DRWG BCFILLER0699 7 No.42704 C=LL — PSF -ENG DLJ/KAR. C . TOf LD. — PSF STATE OF WING 1.25/1.33 navOP-1," 24.0" L. - . --- - . --- - ---- -- SON Al. STEPDOW.N . CORDER SEA'. TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2' TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG. LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 USSfir. mr- Un I'UIVIIV1U1v in 1 HIP TRUSS J5 J311 J1 J J1 J3 J5 J7 J7 J7 Jr 1 J 5 7 2' TYP. i +++ OPTIONAL VERTICAL .WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. j * (2) 16d TOENAILS 1 I J3 HJ ** (3) 16d TOENAILS JS ** J7 ** I ** i 3.00 12 * 2.12 12 W2X4 - TO TO 6.00 * 4.24 ALTERNATE LOADINGII V2X4 W2X5 W3X4 - TOLL 20 PSF S0IIMPSON TCDL 20 MAX PSF I ++ - +++ - 3/4" 4 - THJA26 BCDL 1Q PSF I TOT.LD. 50 MAX PSF 1- 1' 3' 5' 7' *.** 9-10-13 OVER 2 SUPPORTS JDUR.FAC. 1.25 R=463#, W=3.50" R=652#, {Y=3.50- END AND CORNER JACKS HIPJACK THIS DRAhh'ING REPLACES i ..L a••'••' ""pup/ DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ,a,`p N C LL 30 MAX PSF REF 7 STBK CS BY TPI (TRUSS PLATE INSTITUTE. 593 'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR v i -- SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, `IFIC '. DL 15 MAX PSF DATE 06 25 99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ` • / / S MYTH LUMBER C O. HAVE A PROPERLY ATTACHE RIGID CEILING. j(J 4'. rr IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC%—PL 10 PSF DRWG CS7SBK3A0699 ROOF TR U55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES III CONFORMANCE WITH TPI; OR FABRICATING, i N0, 42704 I* IL 0 PSF -ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ a 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 OT= LD. 55 MAX P S F ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL - .O'. :. FAC. 1.33 t PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE -TRUSS COMPONENT DESIGN SHOWN. THE Ip .. ; CERTIFICATE OF AUTHORIZATION#9216SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 0 - RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i '., 4 Q ACING SEE ABOVE 1 CLIB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4' 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579.640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. - INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED O°S ` / F TC LL PSF REF CLB SUBST. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IN ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND. v`:` V .•• IF C a q.•. DL PSF DATE 06/25/99BOTTOMCHORDSHALL S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. G Lam•, C BC= DLIMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS PSF DRWG BRCLBSUB0699 DESIGNI ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, 1 •. NO.42704 ', C_LL - PSF2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH o ENG MLH/KAR BYAPOPIu, FL 32703 AMER I CANLFORESST ISIONS OFADPAPERDSASSOCIATION) ANDNALGNTPI. TOg. LD. PSFALPINECONECTORSSHEDAREMADEHOF20GA407-299-1522 ' ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OFFAX: 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 Yp ', Ty.T-,, PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i FAC. yYACI1`IGCERTIFICATEOFAUTHORIZATION4921ElRESPONISIIBILITYTYDOF. S THE BUILDING THISCOMPONENTFOR OPERNANS /TPI 1L1995 BUILDINGIS2THE i'' r••, FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1979 YORK HIRE , Builder: MORRIS,,O NppHOMES Address: al>'Ip.T% C/ Permitting Office: nt City, State: Permit Number: V- I ej 0 IfOwner: NdftJ 6A)hJurisdiction Number: Climate Zone: Central &q /,-O J 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1979 ft2 7. Glass area & type Single Pane Double Pane - a. Clear glass, default U-factor 250.0 ft2 0.0 ft2 - b. Default tint i 0.0 ft2 0.0 ft2 - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1393.0 ft2 _ b'. Frame, Wood, Exterior R=11.0, 4.0 ft2 c. Frame, Wood, Adjacent R=11.0, 412:0 ft2 _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1983.3 ft2 _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A a N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR- Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits CF- Ceiling fan, CV -Cross ventilation, HF- Whole house fan, PT - Programmable Thermostat, MZ- C-Multizone cooling, MZ- H-Multizone heating) Glass/ Floor Area: 0.13 Total as -built points, 27781 PASS Totalbasepoints, 30267 I hereby certify that the plans and s by this calculation are in compliang Energy Code. PREPARED BY: DATE: ---------- ----=- I hereby certify that this Ing, a, compliance with the orida OWNER/ AGEN DATE: d ations covered the Florida ned, ig in Cap: 36.0 kBtu/hr SEER: 12.00 _ Cap: 36.0 kBtu/hr HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 _ PT, _ Review of the plans and o41 STATF specificationscoveredbythiscalculation indicates compliance with the Florida Energy Code. Before construction is completed a this building will be inspected for compliance with Section 553.908 rt, gS Florida Statutes. CODS BUILDING OFFICIAL: DATE: EnergyGauge® ( Version: FLRCSB v3.30) C- ;; W c ;:P"; pas : FORM 60OA-2001 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 1979.0 25.78 9183.4 Single, Clear NW 1.5 7.0 30.0 40.72 0.95 1158.0 Single, Clear NW 7.0 7.5 10.0 40.72 0.66 268.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SW 1.5 6.0 25.0 56.99 0.89 1271.4 Single, Clear SE 8.0 9.0 64.0 61.07 0.53 2077.0 Single, Clear SE 1.5 6.0 20.0 61.07 0.89 1086.7 Single, Clear SW 16.0 6.0 15.0 56.99 0.40 340.4 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear NE 1.5 7.0 15.0 47.10 0.95 668.9 Single, Clear SE 1.5 5.0 16.0 61.07 0.84 823.2 As -Built Total: 250.0 10303.4 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 412.0 0.70 288.4 Concrete, Int Insul, Exterior 4.1 1393.0 1.18 1643.7 Exterior 1397.0 1.90 2654.3 Frame, Wood, Exterior 11.0 4.0 1.90 7.6 Frame, Wood, Adjacent 11.0 412.0 0.70 288.4 Base Total: 1809.0 2942.7 As -Built Total: 1809.0 1939.7 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 33.0 4.80 158.4 Exterior Insulated 33.0 4.80 158.4 Base Total: 51.0 187.2 As -Built Total: 51.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1983.3 2.13 X 1.00 4224.4 Base Total: 1979.0 4215.3 As -Built Total: 1983.3 4224.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0.00 0.0 Base Total: 6996.0. As -Built Total: 220.0 7018.0 INFILTRATION Area X BSPM Points Area X SPM = Points 1979.0 14.31 28319.5 1979.0 14.31 283..19.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 4 ADDRESS:,,, PERMIT #: BASE AS -BUILT Summer Base Points: 37852.0 Summer As -Built Points: 37956.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 37956.3 1.000 1.087 x 1.150 x0.95) 0.284 0.950 12168.3 37852.0 0.4266 16147.7 37956.3 1.00 1.188 0.284 0.950 12168.3 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 1 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:, , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1979.0 5.86 2087.4 Single, Clear NW 1.5 7.0 30.0 14.97 1.00 448.2 Single, Clear NW 7.0 7.5 10.0 14.97 0.99 148.6 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SW 1.5 6.0 25.0 11.59 1.03 299.0 Single, Clear SE 8.0 9.0 64.0 10.59 1.43 971.7 Single, Clear SE 1.5 6.0 20.0 10.59 1.05 222.4 Single, Clear SW 16.0 6.0 15.0 11.59 1.57 272.4 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear NE 1.5 7.0 15.0 14.70 1.00 220.6 Single, Clear SE 1.5 5.0 16.0 10.59 1.07 181.7 As -Built Total: 250.0 3505.1 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 412.0 1.80 741.6 Concrete, Int Insul, Exterior 4.1 1393.0 3.31 4603.9 Exteror 1397.0 2.00 2794.0 Frame, Wood, Exterior 11.0 4.0 2.00 8.0 Frame, Wood, Adjacent 11.0 412.0 1.80 741.6 Base Total: 1809.0 3535.6 As -Built Total: 1809.0 5353.5 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 33.0 5.10 168.3 Exterior Insulated 33.0 5.10 168.3 Base Total: 51.0 240.3 As -Built Total: 51.0 240.3 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1983.3 0.64 X 1.00 1269.3 Base Total: 1979.01 1266.6 As -Built Total: 1983.3 1269.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 418.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1979.0. 0.28 554.1 1979.0 -0.28 554.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 it S FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Winter Base Points: 6157.8 Winter As -Built Points: 10364.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10364.0 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 5117.9 6157.8 0.6274 3863.4 1 10364.0 1.00 1.188 0.438 0.950 5117.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeORaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16148 3863 10256 30267 12168 5118 10495 27781 yo4, jaE a tr rl c0 EnergyGaugelm DCA Form 60OA-2001 EnergyGauge®/FlaRE&2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: GA-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 non71C rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606A.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. cw oo ATUGo ooGCr 010TIVC RAMACIICCC 1--# hn m f nr nvnnnrinrl hu n11 rocirinne-nc 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 a ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IFNI ESTIMATED ENERGY PERFORMANCE SCORE* = 85.2 The higher the score, the more efficient the home. 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 - single pane 250.0 ft2 b. Clear - double pane 0.0 ft2 c. Tint/other SHGC - single pane 0.0 ft2 d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul; Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc: Ret: Unc. AH(Sealed):Garage b. N/A New _ 12. Cooling systems Single family a. Central Unit 1 _ 4 b. N/A Yes _ 1979 f12 c. N/A Double Pane - 0.0 ft2 - 13. Heating systems 0.0 ft2 - a. Electric Heat Pump 0.0 ft2 - b. N/A R=0.0, 220.0(p) ft _ R=4.1, 1393.0 ft2 _ R=11.0, 4.0 ft2 _ R=11.0, 412.0 ft2 _ R=30.0, 1983.3 ft2 Sup. R=6.0, 1.0 ft _ c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 36.0 kBtu/hr SEER: 12.00 Cap: 36.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 _ PT, _ THE ST,g IrOr: n Q rl c0D WEvy NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is -nod a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStaTM designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) lu RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 F ,. N r. , d ,xp ul Jl... rd F'+' '.-' Ay 2. t '' i A 7fr r• fl, M YE"ir ;. . :, zM1.;r Notes: x r"1.ti Weather. Oliando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 39310 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 39310 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft2) Heatin Coolin 19 1979 Volume ( ff3) 18801 18801 Air charges/hour Equiv. AVF (dm) 0. 80 0.40 251 125 Heating Equipment Summary M" TFAE Trade Efficiency Heating input 7. 7 HSPF Heating output Heating temp rise Actual heating fan 0 Btuh @ 47-F 0 OF 1200 cfm Heating air flow factor 0.031 drrdBtuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TC 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26996 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use ht. data n Rate/ swing multiplier 0.98 Total sees. equip. bad 27426 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3696 Btuh Total latent equip. bad 6551 Btuh Total equipment load 33977 Btuh Req. total capacity at 0.70% SHR 3.3 ton Cooling Equipment Summary Male TRATE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 121 EER 24850 Btuh 10650 Btuh 35500 Btuh 1200 cfm 0. 044 dm/Btuh 81 % Boldlltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrighltsoft Right -Suite ResidentialTM 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\ Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D by Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7124102 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18801 ft3 x 0.0167 = 251 cfm 2 Winter infiltration load 1.1 x 251 cfm x 32 °F Winter TD = 8824 Btuh 3. Winter infiltration HTM 8824 Btuh / 301 ft2 Total window = 29.3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18801 ft3 x 0.0167 = 125 cfm 2 Summer infiltration load 1.1 x 125 , cfm x 18 °F SuiT nerTD = 2482 Bbuh 3. Summer infiltration HTM 2482 Btuh / 301 ft2 Total window = 8.2 BtuW and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 125 cfm = 3696 Btuh irocedure u - equipment timing ILoaas 1. Sensible stung load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F SurnrwTD = 990 Btuh Sensible load for structure (Line 19) + 26996 Btuh Sum of ventilation and structure loads = 27986 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 27426 Btuh 2 Latent stung load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3696 Btuh Equipment stung load - latent = 6551 Btuh Construction Quality is: a No. of Fireplaoes is: 0. Boldlltallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential' 5 5.06 RSR26013 2002-Jul-24 17:30:35 AC+CP. E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING ROOM a n se a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 30.0 2.7 a n se a c n 0 d 1 1 90 1.0 7.0 5.0 2.5 47.4 10.0 10.0 DINING ROOM a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 KITCHENINOOK a n ne a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 25.0 0.0 FAMILY ROOM b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39A 64.0 0.0 MASTER SUITE a n rw a c n 0 d 1 1 90 1.0 1.5 1.0 5.0 39.4 20.0 0.0 a n ne a c n 0 d 1 1 90 1.0 16.0 1.0 5.0 39.4 15.0 0.0 MASTER WIC BATH 2 UTILITY ROOM BEDROOM 2 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 BEDROOM 3 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47A 15.0 1.3 BEDROOM 4 a n sw a c n 0 d 1 1 90 1.0 1.5 2.0 5.0 47.4 15.0 1.3 MASTER BATH a n nw a c n 0 d 1 1 90 1.0 1.5 1.0 4.0 39.4 16.0 0.0 SS wroghtsoft Right -Suite Residential"" 5.5.06 RSR26013 2002-Jul-24 17:30:35 A_-Ck E:\Files\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1,979 7/24/02 109 COMMERCE STREET LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7tr Ed 1 Nane of loan Entire Hale LIVING ROOM DINING ROOM KITCHENNOOK 2 L englh of erq osed wall 220.0 ft 48.0 ft 17.0 ft 19.0 ft 3 ncjs 19.0 x 11.0 ft 10.0 x 16.0 ft 19.0 x 14.5 ft 4 Ceiings COWL Option 9.5 ft heaV000l d 9.5 ft heaVood 9.5 ft I heaV000l 9.5 ftheatbcd TYPE OF CSf HTM Area Lead (Bl h) Area Load (BW1) Area Load W) Area Load W) ENURE NO. Htg Clg ft2) Htg Clg ft Htg CIg ft Htg Clg ft Htg I Clg 5 Grass a 14B 4.6 2.1 1663 333 95 181EVosed b12C2.9 1.9 4 4 0 walls c 13C 3.2 12 424 119 67 partbom d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 V*XW6ad a 1C 37.0 186 6875 40 1478 25 924 924 Ig assdoorsb8C37.0 64 m 0 0 0 0c 0 Fleah 9 c 9C 38.7 0 0 0 0 0 0c 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 Wrdansad North 20.4 17 340 13 258 0 0 C 0 1 doors NISM 39.4 165 6501 0 0 25 985 2E 985 c ootr g EM/ 0.0 0 0 0 0 0` 0 0 SESW 47.4 68 3239 27 1295 0 0 c 0 Sash 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0' 0 0 0 0 8 Olherdoors a 11A 18.9 127 51 963 650 33 623 421 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 2.1 1390 6380 2942 290 1198 535 70 323 144 15E 717 320 eposed b 12C 2.9 1.9 4 12 8 4 12 8 0 0 0 0 0 Walt; and c 13C 3.2 12 406 1279 475 119 375 139 67 211 78 0 0 part lions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 1979 3356 4405 209 354 465 160 271 355 27H 467 613 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 220 5702 0 48 1244 0 17 441 0 1 492 0 Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 perinefer c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 121 Infiltration a 1 29.31 82 301 8824 2422 73 2140 602 25 733 206 1 z 733 276 13 SubkAal bss=6+8_+11+12 35M 7424 m 3333 Less exA r heeti g 0 0 0 0 Lens transfer 0 Heating redstrilxrlion 0 0 0 0 14 Duct loss 10°/ 3574 10°/ 742 100 290 10° 333 15 Toted loss =13+14 39310 8167 3193 3666 16 InL gams: People @ 300 6 1800 0 0 1 300 c"""" 0 Appl. @ 1200 2 1800 0 0 0 0 1 1290 17 Sublot RSH gai =7+8. +12+16 21542 37A m 3325 Less a dernal cooling 0 0 0 0 Less harsfer 0 0 0 0 Gaoling redsbtution 0 0 0 0 18 Dud on 10°/ 2454 10% 372 100 297 1M 332 19 Toted RSH gah=(17+18)-R F 1.00 2g06 1.00 4096 1.00 2277 1.00 3667 20 Air required (ch) 1290 12iJ0 248 182 97 101 112 163 Printout certified by ACCA to meet all requirements of Manual J Th Ed. wrrfghtsc f[ Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 EAFiles\ MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 1 RIGHT-J WORKSHEET Entire House a DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 ANUALJ. 71h Ed Namedman FAMILY ROOM MASTER SUITE MASTERWIC BATH2 jMCofexposedawl 33.0 ft 21.0 ft 0.0 ft 0.0 ftRoandrrerrias17.0 x 16.0 ft 13.0 x 18.0 ft 7.5 x 11.0 ft 11.0 x 5.5 ft Ceiings Co-& Option 9.5 ftheatlmol 9.5 ft heaticod 9.5 ft i fea tool 9.5 ft heaGood TYPE OF CST HTM Area hoed (Btih) Area Load (BV.h) Area Load (Bhi1) Ar. Load W) U DRENO. Htg Clg M Htg Clg ft2) Htg Clg ft Htg Clg M Htg I Cig 5 Grass a 14B 4.6 2.1 314 200 0 b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0.. e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Wrrbrsad a 1C 37.0 0 0 35 12k 0 0 C 0 glass doors b 8C 37.0 64 2365 0 0 0 0 c 0 Fieatirg c 9C 38.7 0 0 0 0 0 0c 0 d 0.0 0 0 0 0 0 0 c 0 e 0.0 0 0 0 0 0 0 c 0 If 0.01 0 0 0 1 0 0 0 c 0 7 V*Ybm and North 20.4 0 0 0 0 0 0 0 glass doors NENW 39.4 64 20 35 1379 0 0 0 ENV 0.0 0 0 0 0 0 0 0 SES\ N 47A 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 S Odwdoas a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 250 1150 514 165 758 339 0 0 0 1 0 0 end b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 mand c 13C 3.2 12 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 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 161) 1.7 2.2 212 461 605 234 397 0 83 140 184 61 103 135 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 33 855 0 21 544 0 0 0 0 c 0 0 Nob: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 pscneh3r c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.31 82 64 1876 SE 1 35 10 3 289 0 0 0 c 0 0 13 Subtotal bss=6+8 .+11+12 6706 4019 140 103 Less ecbrrdheating 0 0. 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 109/ 671 109/ 402 109 14 109 10 151 Total loss =13+14 7379 4421 154 113 16 Int. gals: Pec* @ 300 4 1270 1 300 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 17 Sl btnt RSH 7+8 +12+16 5399 2 1 135 Less a( brn;al cooling 0 Less tra» br 0 0 0 0 Cooling redistribution 0 0 0 0 18 Dud gain 109/ 537 109/ 283 109 18 10) 13 19 Total RSH gai 17+18)`PLF 1.00 5806 1.00 3110 1.00 2!p 1.00 148 23 Air required (drin) 215 m 135 13B 5 9 3 7 Printout certified by ACCA to meet all requirements_ of Manued J 7th Ed. wrrrghtsoft Right - Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 EAFiles\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IMUALi: /into. Nanedmorn U11UTY ROOM BEDROOM 2 BEDROOMM 3 B®ROOM4 TILength d wal 7.0 ft 28.5 ft 13.0 ft 10.5 ft Rnandirensiors 7.0 x 10.5 ft 18.0 x 11.0 ft 12.0 x 120 ft 11.5 x 12.0 ft Ceiings C a Option 9.5 ft featicnd 9.5 ft heatlmd 9.5 ft heaVood 9.5 ft IeaNcool TYPE OF I CSf1 HTM Area Load (Bti h) Area Load W) Arm Load W) Area Lced W) E)(IO RE NO. Htg Clg M Htg Clg ft') Htg Clg ft) Htg Clg M Htg Clg 5 Gross a 148 4.6 2.1 0 100 124 10c Egad b 12C 2.9 1.9 0 0 0 wafts and c 13C 3.2 1.2 67 171 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Vvfr D'm axf a 1 C 37.0 0 0 15 554 15 554 1 554 glass doors b 8C 37.0 0 0 0 0 0 0 0 Ileetrx c 9C 38.7 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 7 VVrdansaid North 20:4 0 0 1 27 1 27 1 27 glass doors NEMW 39.4 0 0 0 0 0 0 0 Caofrig ENV 0.0 0 0 0 0 0 0 0 SESW 47.4 0 0 14 648 14 648 1 648 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 8 Othwdoars a 11A 18.9 127 18 340 229 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 01 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 85 392 175 109 500 zn 8E 391 175 aged b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 vat and c 13C 3.2 12 49 154 57 171 539 290 0 0 0 0 0 parttions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 74 125 164 111 331 441 144 244 321 13E 234 307 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 7 181 0 29 739 0 13 337 0 11 272 0 Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 perine_ 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 29.3 82 18 528 148 15 440 124 15 440 124 15 440 124 13 Subtotal bm=6+8_+11+12 13M 2999 2075 1891 Less aderrd Ong 0 0 0 0 Less trarnsfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10°/ 133 10% 300 100A 208 10' 189 15 Total loss =13+14 1461 3299 16 Int. gags: People @ 300 0 0 0 0 0 0 c'*" 0 1200 1 600 0 0 0 0 0 17 SitRSHg*=7+8..++112@16 1199 1614 1343 1280 Less ederrd owning 0 0 0 0 Less transfer 0 0 0 0 Coolingredistibution 0 0 0 0 18 Dud gain 10°/ 12D 10% 161 100 134 1 (N 128 19 Total RSH Wi-F(17+18)'PL.F 1.00 1319 1.00 1776 1.00 1477 1.00 1408 2D Air required (dim) 45 591- 101, 79 70 66 363, 63 Printout catfied by ACCA to meet all requirements. of Manual J 7th Ed. lewr-ghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 E:\FIIes\MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: YORKSHIRE 1979 7/24/02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 UAL J. 7Ih Ed 1 Nam d roan MASTER BATHT4MAN2Lengthdeposedwal23.0 ft 3 Roornrs 120 x 11.0 ft Ceiings Condit. Option 9.5 fthaF bod TYPE OF CST HTM Area Load (Btih) Area Area Area EW' OSURE NO. Htg Clg ft Htg Clg Htg Clg Htg Clg Htg Clg 5 Gross a 148 4.6 2.1 219 Fposed b 12C 2.9 1.9 0 wads and c 13C 3.2 1.2 0 partitions d 0.0 0.0 0 e 0.0 0.0 0 f 0.0 0.0 0 6 Wncl and a 1C 37.0 16 591 glass doors b 8C 37.0 0 0 Heam9 c 9C 38.7 0 0 d 0.0 0 0 e 0.0 0 0 f 0.0 0 0 7 V*dxs aid North 20.4 0 0 glass doors NENW 39.4 16 630 EM/ 0.0 0 0 SESW 47A 0 0 South 0.0 0 0 Horz 0.0 0 0 8 Other doors a 11A 18.9 127 0 0 0 b 11A 18.9 127 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 203 933 417 egposed b 12C 2.9 1.9 0 0 0 vat and c 13C 3.2 12 0 0 0 partitions. d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 132 224 294 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 Nob: roan to 0.0 0.0 0 0 0 perimeter c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 29.3 1 82 16 469 132 13 Subbhal bss=6+8-+11+12 2814 Less adernal NEmg 0 Less trarder 0 Heating redisfilxrtion 0 14 Dud lass 101y, 281 15 Tolal loss = 13+14 3095 16 InL gains: People @ 300 0 0 APPt @ 1200 0 0 17 9"RSHgair=7+8.+12+16 1473 Less exhwd owls g 0 Less transfer 0 Cooling redistnbutim 0 18 Dud gain 10°/ 147 0/' 19 Total RSH gain=(17+18)"PLF 1.00 16d0120, Airrequired (dm) 94 72 Printout certified by ACCA to meet all requirements of Manual J. 7th Ed. wr ghtSoi C Right -Suite Residential- 5.5.06 RSR26013 2002-Jul-24 17:30:35 EAFiles\ MORRISON 2002\1979 YORKSHIRE\1979 YORKSHIRE.rsr Page 4 iGov. PCVUW tc IDx6 1 c w 6' N C6e s ` ct broofdcapfan TUNE 696RNB 5 4' bath duct 4 t roof, c p w% an-llgh 12x12 rag 12.6 1—d NU 40 ONE. 763RLNB 12. 12 I-d 9 7' 10x6 teed 65265 7' ' 5' 18xl8 r g f Ox10 I 4 iecd L03' bath duct 16• 7 ' t%. roof cap x10 rag NUTUNE 696RN 9 5' I0G56 lec 4ebnl, C 4. 16 I ffiffi'143 1 eras lO06 Secd1 I I I rag axla H6' I0x6 l. cd 6' 100 DMI11 L `eJ 7' O 3.0 TON V/IOKV 2240V IPH I8x13 Alen 4' dryer duct 24XI4 RAD to roof cap platform by r 9, rrN 1 I AK' i0M Mr14xs lecdl lea I ' i 9F+ PC Oar a I I I I I I I I I I Must have a ninlmun clearance of 4'Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. J T N Q g Z S c.) N in f- J z i U (U CU w w CD CD Ln Lr CU z Q H L. I z Y o G 1— Rating o r w •• .• > z 5 a o m acl m0-Jln00 National Evaluation Service, Inc. 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 Phone:703/931-2187 Fax:703/931-6505 website: www.nateval.org NATIONAL EVALUATION REPORT INTERNATIONAL CODE COUNCIL,. Report No. NER-617 Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARED 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 nisusP-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 consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordancewith local, state, or federal pest control regulations. BORA-CARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes into contact with the foundation walls or support piers. This treatment includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications. Pretreatment is performed at a point during the construction process when the greatest access to all wood members is available. Typically at the dried -in stage of construction when all structural wood and sheathing is in place yet prior to installation of insulation, mechanical systems, electrical wiring, and plumbing. 4.3 Protection from Water Since BORA-CARE is water soluble, treated wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specifically does not make any warranty, eitherexpressedorimplied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 7 or Z Report No. NER-617 Pate 2 of 2 5.0 IDENTIFICATION Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field identification. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nan-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.5 BORA-CARE was evaluated only for resistance to subterranean termites. 7.6 BORA-CARE is water soluble and shall be protected as noted in Section 4.3 above. 7.7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. 6.4 Test report, January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject re-examination a periodic the subterranean termite feeding and tubing near basis. For informationn on the current status of this Evaluation Report, consult the NES Product Evaluation Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6.5 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.6 Test report, January 2001 Progress Report, 110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L. Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code© with 2001 Supplement, the 2000 International Residential Code© with 2001 Supplement, the BOCA National Building Code/1999, the 1999 Standard Building Code©, the 1997 Uniform Building Code T"°, and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: A ONE BY WOOD — SUCK BY OTHERS CAULKFLANGE BETWEEN WNDOBUCK FLANGE e, wop0 BuaL CONCRETE OR MASONRY OPENING BY OTTERS EXTERIOR FINISHBYOTHERS PERIMETER CAULK BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER EXTERI WINDOW HEIGHT FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHERS ONE BY WOOD BUCK BY OTHERS t_.1 1/4• MIN. I EMBEDMENT SHIM AS RED .D SEE NOTES) G CONCRETE OR MASONRY OPENING BY OTHERS Q `INSTALLATION ANCHOR 3/16- CIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK h WINDOW VA07H MAS'Y OPENING 1/4• SHIM BY OTHERS SPACE MAX EXTE810B CAULK BETWEEN EXTERIOR WINDOW FLAN SECTION 2 FINISH WOOD BUCK BY OTHERS WINDOW NTH. B C BUCK D EHEIGHT SILL STOOL U / K 2 BY OTHERS WINDOW HGT. F G H I Q \ ^ Q v CAULK BETWEEN WINDOW FLANGE h PRECAST SILL WITH VULKEM PRECASR SILL—"--' ILL115 ADHESIVE CAULK OR BY OTHERS 'APPROVED EQUAL SECTION 1 C. FNERIINOTES, 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM SULK TO BE 1/4•. 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E13M CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 7) - GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. SHIM AS RED .D SEE NOTES) BUCK W1OTH INSTALLATIONANCHOR3/ 16• DIA. TAPCON- SHOVM 1/4• SHIM FLANGE TYPE SPACE MAX. CAULK BETWEEN WINDOW FRAME WOOD BUCK "& JAMB MASONRY OPENING BY OTHERS 1 1/4• MIN. EMBEDMENT 1 — J ELEVATION VIEWED FROM EXTERIOR PREPA9ED BY: W CEINTE- A-L r aF LEy Ji O: tLI IL {R- 0 . a y. Kif. t9 I\UL'k Y CJLtM. 15LiiPL•t:+e G, PWtFPAL Al Ut4IN UM u e crrprr PIT .7 A '-2 COMPARATIVE ANALYSIS ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 to % 26 99 99 B F.G t3- I9 1/6 X 36 3/5 78 7B B F.G 14 19 " X 50 3/3 59 59 B F.G 14+ 4 19 ,/6 X 54 $A 54 54 B F.G 14+ 5 19 1/a X 55 6A 52 52 B F.G 15 19 1/a X 53 45 45 B F,G 16 19 1 X 72 40 40 A F C 1 1 1/7 k 6 B 1H3 26 1p X 38 3/1 51 51 B F,G 1H4 26 1/2 X 50 5/6 44 44 B F,G i H4+4 26 t/2 X 54 5/5 42 42 B F,G 1H4+ 5 26 1/2 X 55 6/6 41 41 B F,G 1H5 26 1/2 X 63 40 40 B F. 1H6 26 1 X 72 40 40 a FG 3OX2 30 1/2 X 26 56 5fi B F,G 3OX3 30 1/2 X 38 X/e 44 44 B F.G 3OX4 30 t/2 X 50 6A 40 40 B F,C 3GX4+ 4 30 i/2 X 54 5/5 40 40 B F.G 3OX4+ S 30 1/2 X 55 8/8 40 40 B F,G 3m 3OX630 1/2 X 63 40 40 40B F,G 22 X 8 51 1 B F.0 0 37 X 3B 3/6 40 40 B F,G 24 37 % 50 6/6 40 40 B F,G 24+ 4 37 X 54 6/6 40 40 B F,G 24+ 5 37 X 55 6/6 40 40 B F.G 25 37 X 63 40 40 B F,O,H.1 6 37 X 72 40 40 F G H.1 4826 48 % 6 45 46 B f,G 4838 48 X 38 3/8 40 40 B F,G 4BSO 46 X 50 5/0 40 40 B F,0 484+ 4 48 X 54 IA 40 40 B F,G,H.1 484+ 5 48 X 55 I/6 40 40 B F.G,H,I 48B3 48 X 63 40 40 B 32 53 1/6 X 26 45 45 B F,G 33 53 1/e X 36 'A 40 40 B F,G 54 53 ,h X 50 6A 40 40 B F,G,H I 3" 53 1/0 X 54 6/9 40 40 B F.G.H.I 34+ 5 53 1/6 X 55 6/6 40 40 B F.G.H.1 35 53 1/6 X 63 40 40 B F.G.H.1 38 S3 t X 72 40 40 B. F G H 1 it 1 AREWATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD MPUES, POSITIVE DE9GN LOADS WALL BE UNITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/15• DIA TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL /B SCREWS OF SUMCIENT LENGTH TO PROVIDE 3/4• MIN. EMBEDMENT INTO MOOD BULK AT ALL OTHER FACTORY APPLIED INSTALLATION HIX£i 5) E EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'O. toot W. Rd.-wRmeX1, TXTsaD6 • P.O. BOX et 9071.Oa9m. TX 75HI nuWaw 9[zGenlwH ASSEMBLY DRAWING SERIES 1440/1540 TDL SINGLE HUNG WINDOW NOTlnnwsr - aum. sY BB Xuut N A 03lA t10/ 26/OtB 2M YuRe6aoNTECHNOLOGY CORP.. 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLOR2A 32740 PHONE 4G1 605-0365 FA% 407 603-W66 l 01 CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO — BY OTHERS / PERIMETER CAULK BY OTHERS GLAZING WINDOWHEIGHT EXTERIOR I i PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR. 3/16" Du. TAPCON BUCK WIDTH MAC. SHIM SPACE SHIM AS REO'D CONCRETE OR MASONRY OPENING SEE NOTES) L 1-S AIN- EMBEDMENT BY OTHERS I SHIM AS RED'D, FLANGE TYPE WINDOW FRAME CAULK BETWEEN SEE NOTES) IAMB G WOOD BUCK & Q MAS'Y OPENING BY OTHERS GLAZING U 1-1/4- MIN, INSTALLATION ANCHOR EMBEDMENT 3/16- DIA. 7APCON Q 1/1 MAX. ONE BY WOOD SHIM. SPACE EXTERIOR \ BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCK WINDOW WIDTH — CONCRETE OR MASONRY OPENING FLANGE TYPE SECTION 2 BY OTHERS WIiTUCCO WINDOWFRAMECOMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON, ANCHOR SIZE ( INCHES) CAPACITY IN PSF LOCATIONS WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD IAMBS 12 x EO 40 56 D.E.F.G 12. x 72 40 56 C D.E.F.G 15 x T6 40 106 C Hi 2A X 16 40 69 1.8 H! 24 X 24 40 55 A.8 F.G 24 X 30 40 45 A,B F,G 24 X 36 40 40 A.8 F.G 24 X 46 40 40 A.B D.EF.G 2A x 60 40 40 A,B D.EF.G 24 x 72 40 40- A.. O.E F,G 32 x 48 40 40 A•B D.EF,G 36 z 21 40 40 A.B O.EF.G 36 X 45 40 40 A.B D.E.F 36 X 72 40 40 A.8 O.E,F,G B x 24 40 40 A.B D.E F,G 48 X 48 40 40 A.B D.E F.G 48 x 60 40 40 Al D.EF.O 64 x 24 40 40 A.8 F,G 72 X 38 40 AO A.B F.G 72 x 60 40 40 A.B 73 x 16 40 40 A•B H,I HEADER BY OTHERS CENTRAL FLORMA R.O.A.F. BUCK WINDOW MANUFACTURER NAME: HEIGHTWTHWTHFLANGE TYPE WINDOW FRAME SILL GePF Rar NUrl M 7ALIJMI GENERAL NOTES: ASTER FILE A C 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE E _ 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 VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 4) APPLICATION OF VULKIM 116 ADHESVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEA. AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WIN OW LOADS WALL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. HGT. H 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROv1DE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL 1y6 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4_ MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC-S ARE NOT PRESUsT, iB 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 OUANT— LISTED WITH NEXT LARGER SZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TC THE 1550 SERIES, F G MARBLE SILL STOOL 81 OTHERS PRE - CAST SILL CAULK BETWEEN WINDOW FLANGE BY OTHERS & PRECAST SILL WITH VULKEM 116 ADHESVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VfEWED FROM EXTERIOR DATE 1sTM jMN&* TOOT W. Crosby Rd. • Comiflon, TX 75W6 • P.O. Box 819022.0dos; TX 75381 olAv4rvc oczrnlvTKr INSTALLATION. C'cTAIL SERIES 1450/1550 F'_ANCE PW pxZ ex Cr4o. a. ..'IN /A IN/A 1 T cLRax. ECry - ..._... _ 1 _ ' I1 /()' - B I r' _ 7 T, r--,ter. A SHEATHING BY OTHERS pB INSTALATION ANCHOR SCREW SHOWN (7YP.) EXTERIOR FINISHBYOTHERS PERIMETER CAULK 6Y OTHERS FIN TYPE WINDOW FRAME HEADER EXTER10R FIN TYPE — WINDOWFRAME SILL CAULK BETWEEN FIN /B INSTALATION ANCHOR SCREW SHOWN (TYP.) h SHE ATING SHE AS ES) 2 X WOOD SEE NOTES) BY OTHERS 1E MIN. FIN TYPE EMBEDMENT WINDOW FRAME CAUL 'ETwEEN JAMB SHE/ h FIN 2 X WOOD - BY O--RS BY OTHERS 1• MIN. EMBEDMENT SHIM AS REO'D. SEE NOTES) \ SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. -+•( ANCHOR (TYP.) O O O O' Ocl SILL STOOL ' O O % BY OTHERS 24" O.C. / MAX. (TYP.) O O WINDOW EQUALLY SPACE ANCHORS (TYP.) HGT': O O 0 / O PERIMETVRBTOTHE$HIM AS REOD. O( SEE NOTES) o 0 0 0 0 6' MAx. (7YP.) 8 SCR—trINCHORION2 % WOOD ANCHOR BY OTHERS ` l(TYP.) 6 MAX. (TYP.) CAULK. BETWEENWINDOW FINS ELEVATIONEXTERIORSHEATHING BYIOOTTHERSENT VIEWED FROM EXTERIORSHEATHSECTION1 BY OTHERS A 3 i'i-1VEh'AI V''(lA)UNL— MASTER FELL # 3 COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF B8 SCREWS N0. OF 0.090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WIDTH/HEIGHT EXTERIORT HEAD SILL 0- EA. JAMB HEAD SILL OEA. JAMB 16 X 30 1092 2 2 2 2 3 16 X 40 832 2 3 2 2 3 16 X 5D 632 2 3 2 2 3 16 X 6 2 3 20 X 30 862 2 2 2 2 20 X 40 732 2 3 2 2 4 20 X SO 592 2 3 2 2 4 20 X 60 482 2 3 2 2 4 28 X 30 57 2 2 28 X a0 522 2 3 2 2 3 28 X 5o 46 2 2 3 2 2 4 X 4 4 2 A 30 X 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 30 4} a3 2 2 3 2 2 4 30 X 60 0 40 1 2 2 3 2 2 4 18 X 30 41 n 2 2 38 X 40 a0 40 3 3 3 3 3 3 38 X So 40 4o 3 3 3 3 3 4 38 X 4 4 3 3 3 3 5 40 A 30 40 40 2 AO' X 40 40 40 3 3 3 3 3 3 40 X 5o 40 40 3 3 3 3 3 4 4 X 6 a 40 3 3 3 3 3 5 11 1 3 4 4 14 1). SMM AS REG-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FEW AT HEAD, SILL h JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY WARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMEN7 OF 15% OF DESGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0.090 IN, DIA NAILS OR a8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I- EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR DUANTITY LISTED WAIN NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. 1001 W. Crosby Rd. • Corro fl., TX 75W6 4 P.O. boa 819022 • DaBos, TX 75 ua...w ocuwv+ro.. ASSEMBLY DRAWING SERIES "'.0/1940 TEL SINGLE HUNG WINDOW o• <•-ro e, sort iBBN/A pi w.LA wa+ 9r :cN Cop 11/05/07 B GEN-0013 r- 1' HIM. SHE EMBEDMENT BY OTHERS CAULK BEHIND FIN EXTERIORFINISH BY OTHERS PERIMETER CAULKBYOTHERS FIN TYPE —/ WINDOW FRAME HEADER GLAZINGSEENOTES) EXTERIOR FIN TYPE FRANC Sil PERIMETE BY OTHER EXTERIORFINISH BY OTHER CAULK BI SHE ATHir__ BY OTHERS SECTION 1 r VINDOV WIDTH' 114 MAX' I SHIM SPACE 2 z BY WOOD BY OTHERS SHIM AS REO'. //------ 2 X WOOD BY OTHERS FIN TYPE VINDOV AS INSTALLATION FRAME JAMB ANCHOR SCREW N. SHIM AS RED'. GLAZING EnBE OnENT SEE NOTES) - MAX. SHIn SPACE EXTERIOR PERIMETER CAULK BY OTHERS K8 INSTALLATION ANCHOR SCREW EXTERIORFINISH CAULK BEHIND FIN BY OTHERS SECTION 2 $MCATHING BY pT.S WINDOW WIDTH WINDOWHEIGHT o T o 0 2a• O.c. WINDOW o 2 HEIGHT / HEIGHT ILS EO'D. 0 6' MAX. (TYP.) — I — L "A' MAX. , SHIM SPACE ELEVATION 08 INSTALLATION VIEWED FROM EXTERIOR ANCHOR SCREW 2 X WOOD BY OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART v N N PRESSUREDESIGITr NO. OF K8 SCREWS NO. OF 0.099 DIA. NAILS SIZEINCHES) CAPACWINPSFREQUIREDINFRAMEREQUIREDINFRAME VIDIH/HEIGHT EXTERIOR INTERIOR HEAD t SILL E EA. JAMB HEAD L SILL B EA. JAMB 20 x 30 40 AO 2 2 22 2 20 X 40 s0 A 2 3 2 2320x50 O x 60 4040 40 22 3 2 3 30 x 30 40 40 2 2 2 2331x4040AD23 2' 330X50 30 x 60 40s0 040 22 3 2 4 40 x 30 40 40 3 2 3 340X40 40 x 50 4040 4040 33 33 3 4 40 X 60 40 3 3 5 50 x 30 40 3 2 4 23 50 x 40 50 x 50 50 x60 40 40 40403 373 34 44540 4 4 CENTRAL FLORMA R.OAA.F. MANUFACTURER NAME: Ca IIFRI+L qi r/Mrn/tiM MASTER FILE # NOTES. 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO VATER TEST PRESSURE OF 6.0 PSF I ACHIEVED TEST, 21 INST ALL aT10N: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDSUSING48SCREWSSWOrSUFFIFICIENTLENGTHTOPROVIDEMIN1• EMBEDMENT INTO SUBSTRATE OR OD99 IN. DIA. NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED 1NANCHOR CHART, USE QUANTITY LISTED WITH NEXT LARGER SIZE. 4) SHIM AS REQ'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (TYP.) 5) WINDOW FRAME MATERIAL, ALUMINUM -ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL L JAMBS. 71 USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 81 GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE Gla21NG IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 9) GENERAL ALUMINUMSI100SERIESPICTUREWINDOWISSHOWN- THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. [TYP.) CAULK BETWEEN - WOOD BUCK B MASONRY OPENING BY DTMERS CAULK BETVEEN WINDOW FLANGE i WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH — BY OTHERS PERIMETER CAULK - BY OTHERS FLANGE TYPE - INDOW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS ONE BY WOOD BUCK BY OTHERS rINSTALLATION ANCHOR 3/16' DIA, TAPCC SHIM AS REO'D SEE NOTE-1 EMBED MIN. EnBEDnENiT i— 1/4' MAX. T y SHIM SPACE 1 GLAZING ( TYP. SEE NOTES) BUCK HEIGHTSHIM AS REO'D SEE NOTES) ONE BY WOOD BUCK BY OTHERS vM' nnx. SHin SPACE a ExTERIOR FINISH d a BY OTHERS d 1- 1/A• CAULKBETWEENWINDOWFLANGE L DUD BUCK MIN. J EMBEDMENT CONCRETE pR INSTALLATION ANCHOR MASONRY OPENING 3/16'.IA TAPCON BT OTHERS CAULK BETWEEN WOOD BUCK B MASONRY OPENING BY OTHERS SECTION I NOTFS 1) SHIM AS REDO. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIP_ MAX. ALLOWABLE SHIM STACK TO BE t/a . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. J) USE LATEx, CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. 4) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF AST. E1300 GLASS CMARTS. 6) DESIGN PRESSURE CAPACITY OF WINDOW 1 INSTALL ATTpN IS LIMITED TG 40.0 PSF. 7) FDR INSTALLATION OF FLANGE FRAME WINDOVS IN CONCRETE OR —SOW, .OPENING. USE 3/ Ib' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE YIN. 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS A 24' O.C. MAX. BETWEE N. 0) BUILD DOWN. AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TD ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIEED WINDOW FRAMING SYSTEM. CENTRAL F; LOREDA B.O_A.F. MANUFACTURER NAME: MASTER Y' uN'm' # 2 WINDOW HEIGHT 2 I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR ej n 7 %/— Cf- DATE Is. —!REVISION MAX. BOON VID1X $ HIM SPACE SHIM AS REO'D SEE NOT CS) fn K FLANGE TYPECAAULKBETWEENWINDOW FRArE I WOOD BUCK 1 JAMB \ MAS' Y OPENING BT OTHERS Q IN$ TAL LATION AMC"." GLAIING 1111. 4 3116' DIA. TAPCON SEE NOlE9 DNE BY VDGD PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETWEEN ' EXTERIOR FINISH WINDOW FLANGE BY OTHERS WOOD BUCK VIKDDV V1DTN CONCRETE OR MASONRY OPENING SECTION 2 By OTHERS WINDOW HEIGHT 1 2 I J WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR Av Er= 1001 W. Crosby Rd. - CRNRIIIm. 1X 75006 • P.O. BAs 819022 • Delim, T7I 75361 BA.vl. B(SCvI]1- I NSTALLATION DRAWING ONE BY BUCK . SERIES 1450/ 1550 DESIGNER PICTURE WINDOW sc.I. c BB N/ A c.. wTL ev4 'BEa 3T I '- C.CN - 3/20/02 B I GEwN-0025 SHEATHIN1 BY CTHER' CAULK B EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLAZING IT.. ., SEE NOTES FIN TYPEFRAMESILL / PERIMETER CAULK J BY OTHERS MB INSTALLATION ANCHOR SCREW (TYP.) EXTERIOR FINISH BY PTHERS CAI'L BE-0 FIN - SHEATHING BY OTHERS O DOWN7HERS N57ALLA TION HOR SCREW (TYP.) SHIM AS REO'D. SEE NOTES I/a" MAX" 1 SHIM SPACE INDOWHEIGHT MAX. SHIM SPACE SHIM AS REO'D' SEE NOTES I- MIN. ` 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 Ij DESIGN PRESSURE CA?ACITY OF WINDOW k INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY W000 STUDS. USING O.C99 IN, CIA NAILS. PLACE .099 NAILS 6- FROM CORNERS MAX k B' O.C. MAx. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING IB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS E_ MAX. FROM CORNERS k 24" C.C. MAX. BETWEEN. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 5) WINDOW FRAME MATERIALALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEk.AROUNO EXTERIOR OF WINDOW FLANGE. - B) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD- DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY 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 1100/7900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM - CENTRAL FLORIDA B.O.A.F. MANUFACTURER NAME: MASTER TILE # a I - WINDOW WIDTH WINDO HEIGHTO O 2 ELEVATION VIEWED FROM EXTERIOR V., MAx. SHIM SPACE SHIM AS REO'D. TWO BY FRAMING BY OTHERS FIN TYPE FRAMEJAMBI' IN EMBEDMENT SHEATING BY OTHERS GLAZING ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR 16 INSTALLATION ANCHOR SCREW (TYP.) WINDOW WIDTHPERIMETER CAULK BY OTHERS SECTION 2 WINDOW WIDTH =j I O O WINDOW HEIGHT / O 1-.. Wi ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER EXTERIOR FINISH J BY OTHER PERIMETER CAULK J BY OTHER FLANGE. TYPE WINDOW FRAME HEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULK BY OTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR BUCK WIDTH t Id' MIN. 3/16- DM. TAPCON EMBEDMENT SHIM AS REO'O GLANCE TYPE I/4 SHIMSPACEMAX. SHIM AS REO'D. SEE NOTES) Q SEE NOTES) WINDOW FRAME JAMB Q CONCRETE OR a MASONRY OPENING BY OTHER 1 1/4- MIN. ENBEDMENT 1 INSTALLATION ANCHOR 3/16" CIA. 7APCON PERIMETER CAULK QIBYOTHERS CAULK BETWEEN 1/4 911 WINDOW WIDTH - SOD BUCK & MASONRY OPENING SPACE MAX. BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLAWS BY OTHER WOCq-BUCK BUCKHEIGHT SECTION 2 ANCHOR (TIP.) —\ H J K vni HI v a Q PRE CAST SILL - BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE uOREHEAD 8500 ADHESVE SEALANT NOTES: DOWGHT gICHT At I ` wINDOW 1 1) SHIM AS REOD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWAEUE 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 TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 4) APPLICATION OF. VULKIM 116 ADHESIVE CAULKORSCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL. MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENiS OF ASTM E1300-CLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. 6) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/ 16' DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PRONOE MIN,1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS, 10) INSTALL FIB SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE 1APCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LUSTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. ELEVATION MEWED FROM EXTERIOR D F If COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H.,K A.G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 1 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B.F,G 72 x 48 40 40 H,K A,B.F,G 72 x 55 40 1 40 H,K A,B,C.D,F,G CENTRAL Sl.V[lJL.7.YA B.O.A.F. MANUFACTURFR NAME : MASTER FI. E # g DATC GRNAM[ avlvoH e, 3/20/02 I GEN0027 t[Cwn00, [ O•.. ;g +KN..to.r ... 4rt ,.n w.,..a ..dc. L>.. ..0.1 t•0,1 .C,-CM, •ti. (W>) Cf_C1.F SHEATHING CAULK BETWEEN FIN SHEATHING 2 X FRAMING BY OTHER & SHEATiNG r Bt OTHER BY OTHERS I CAULK BETWEEN IF MIN 1/4' MAX +II SHEATHING & FIN9SCREW 'NSTALATION 'j EMBEDMENT S9HIM a5 RF00 SHIM SPACE BY OTHERSANCHAR (TYP:) 2 X FRAMING ( SEE NOTES) EXTERICR FINISH EY OTHERS BY OTHERS FIN TYPE y- 1"MIN. WINDOW FRAME PERIMETE' CAULK 1/4 MAX. JAMB EMBEDMENT BY OTHEZ SHIM SPACE T r p8 SCREW ui INSTALATION F N TvPE I ANCHOR (TYP.) YCN0CW SHIM AS RE O'DFRAMEHEADER ( SEE NOTES) WINDOW WIDTH - EXTERIOR FINISH BY OTHERS WNDO EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS EXr RIOR FIN TYPE SECTION 2 WINDOWS.., 6"MAX.(TYP). EQUALLY SPACE 6" MAX.(TYP) ANCHORS (TYP. EJALIBS L. SILL $TOOL BY OTHER PERIMETER CAULK-/ L 1/4 MAX. 8t OTHER SHIM SPACE SHIM AS REO'D SCREW (SEE NOTES) WINDOWIN \ INS?.ILA TION \ ANC -OR (TYP.) 2 X FRAMING HEIGHT BY OTHERS \ \ X TE'<:OR eY C'HERS CAULKBETWEEN WINDOW FIN h S HING SHEATHING 2BYC'HER 1" MIN, O EMBEDMENT SECTION 1 q GE':ERc_ NOTES: I - ANCHOR (TYP.) z4• o.c. 1) S-%' A5 P.EC•D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX.(TYP). I BEARING SHIM MAX. ALLOWABLE SHIM STACY 70 BE 1/4. 2) W:•DOW FRAME MATERIAL ALLOY 6063 WINDOW VADHT L' 3) _E LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARCJND EXTERIOR OF WINDOW FRAME 5) G_A55 THICKNESS MAY VARY PER THE REOUI?.EMENTS OF ASTM E13DD E L E V A TI O NSc,GLE GLAZING IS SHOWN. INSULATING GLASS 15 .ALSO QUALIFIED. _ f,, ', y W6) DRAMNC APPLIES i0 INSTALLATION OF FIN FRAME wN_JwIN w00DFRAME OPENING VIEWED FROM EXTERIOR-". E' . T By WOOD STUDS USINGMB MEN w DIA N'A:_S SCREWS OF SUFFICIENT LE`.)eH TO PROVIDE IN. :' EM3EDMERIT INTO Su°;TRA-E. 7) IF E<ACT WIND_w SIZE IS NOT LISTED IN CHART, .;SE A.:CHOR QUANTITY LISTED WITH LARGER SIZE. _ 8) GE`ERAL ALUV-NUM'S IIBO SERIES HORIZONTAL e_Or ;C SHOWN, THIS PRINT ALSC ES TO T-E 1980 INSULATING GLASS HOR,ZO,TAL S DER SERIES COMPARATIVE ANALYSIS & ANCHOR OUANTITY CHART WINDOW SIZE DESIGN PRESSUPE 18 SCREWS REO'D. 099 NAILS REO'D. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 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 1 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 MANUFACTURER B..O.1A1.;'. Y3tiNUFAC i Jd6ER MOM: MASTER FILE# loot W. EMIT Rd • Ca wO T[ rAN • P.O. Bm Al"22 •OWIm. Tt 7181 INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 /1980 MODIFIED HORIZONTAL SLIDER pRN CnaD BB N/A LO• RW[R p•RtE JRN NUM9ER RE-R. 103/11/02 I GEN-002? INSTALLATION MULLION ANCHOR ANCHOR — MULLION ( TYP.) BRACKET ANCHOR BRACKET - CFANTRAL FLORIDA 13.0. ACT N 0 I A i ii)6-IiAhiH WINDOW FRAME JAMB TYP.) MULLION owG N10: GEN70452 G 1 MULLION i l I DIE NO. 1445 I II I I II I I II I I II I II I Ll • INSTALLATION TER FILE # 8 SELF TAPPING ° SMS (TYP.) o 4 ------- -zs- SUBSTRATE SECTION B-B ANCHOR TYP-) i 7. v ° SEE NOTES a ° a iia ° #2 & #3 DIE N0. 1445 NOTES: SECTION A - A 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY tJ EXTERIOR ELEVATION 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 FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH, TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: ---- DRN: APRVD: .---- DATE: 3/17/02JS ---- WT/FT: SCALE: MAIL: DWG NO: GEN-0452HALF' PREPARED 8C .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0368 4 ; GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74,000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020122 HEATHROW, FLORIDA 32746 FEB.19, 2002 PHONE 407 80"3651 FAX 407 8054X366 02-0217 k' A IIt GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 F a 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 o v v a a 0 CI IOCTO A TC MULLION DIE N0. 1446 I ANCHOR TYP.) SEE NOTES a 1 ° 2 & ##3IIQo o-------—' v L- 1--7/,q MANUFACTURER NEXTERIORELEVATION MASTER NOTES: lll' 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 COR P `" SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10 AREA: DRN: APRVD: OATE:3/1'i r- SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD JS FRAIWNG. WT/FT: SCALE: HALF MATL: - - - - DWG NO: GE",--: PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32745 PHONE 407-805-0365 FAX 4C7-?G5-0:-A SHEATHING BY OTHERS= STUCCO J OR SIDING BY OTHERS PERIMETERCAULKBY OTHERS SLIDING GLASS DOOR. -FRAME SILL SHIM GS RE'p-D INSTALLATICN ANC. -!OR SEE -NOTES) a8 SCREW CAULK BETWEEN DOOR. FLANGE TWO 3Y WOOD L SHEATHING BY OTHERS 1/A' MAX. SHIM SPACE I-1/8' MIN. - EMBEDMENT SLIDING GLASS DOOR FRAME HEAD LJ TEMPERED GLASS (TYPJ DOORHEIGHT D D EMBEDMENT 1-1/7' MIN. t d A E A D D LIBERALLY APPLY CAULKING UNDER SILL DR SET SILL. IN BED !NSTALLATiEN ANC:iCR OF CONCRETE 3/15' DIA. TAPCON /. - SECTION A. -A DOOR WIDTH `j— SLIDING GLASS DOOR FRAME r JAMB ( TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B r, MAX. SHIM SPACE iNSTALLATION ANCrLR TWO BY WOOD :b SCREW I-1/8 MIn BY OTHERS- TWO By WOOD EM?EDMENT BY jOTHERSCAULK B"VE- SHEATHINGP L N. SLIDING GLASS DOOR SHIN AS RED'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR LL 1-1/8' MIN. RB SCREW EMBEDMENT CAULK. FLANGEDOORFLANGE " L SHEATHING SHEATHING' BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS STUCCO - TYPO STUCCO OR SIDING OR SIDING BY OTHERS BY THERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP DETAIL 2 18 INSTALLATIONKATERIALSCREWALLOT 6061 2) O 1-1/2'OSCREWY MUST BE SUFFICIENT LENGTH TO ACHIEVE NINE LNBEOCNT OF 1-1/8' INTO LENGTHTACO. CHIETYPE INSTALLATION ANCHORS IN TILL MUST BE CG SUFFICIENTLENGTHIpACHIEVEMINEE!NIEONNENT (R' 1-I/4' lni0 IMSCWRT GA CFKNCRETL 3) INSTALLATION ANCHOR CHART O. LACK OF THIS SMECT. NI Dow TILICONIZEDACRYLICCAULKBEHINDDOFLANGEAT HEAD L JAMS. 5, USE SILICCNIZED ACRYLIC CAULK FOR PERIKTCA SEAL AROUND EXTERIOR (IF DOP-. 0 IF EXACT DOTR SIZE IS NOT LISTED !N ANCR CHART. USE ANCHOR O)ANTITY LISTED WIN NEXT LARGER SIZE. FOR INC APPROPRIATE DEHOSIGN PRESSURE REWD. T> FOR POCKETDOCKSIZESUSECLOSESTIYPASSDOORSIZELCONFIGURATIONTpFINIS)CD CPLJNIN4 PLACE INSTALLATICM ANCHORS. W FRONT OF HOOK STRIP AS S-QV 8) GEMS TNICKNESS NAY VARY PER REDUIRENCNTS OF ASTM C13M GLASS CNARTS. DOW10)) ANI TILL is-PROVED EREUSING TO3C '.ELED GITH-AI SNALLAINTA•EAN SCALEROR ULZED INS CUSS 11) SHIM AS REG-D. AT EA SET OF INSTALLATION ANCHORS. W.X. ALLOWABLE SHIN STACK TO BE I—. 2) ALL INSTALLATICM ANCHOR$ MUST BE MADE CY CERROSION RESISTANT HATEP.IALS. 13, VHCRE — REPRESENTS NOVING PANEL AND '0' REPRESENTi FIXED PANEL APPRWED CGHFIGURA TICKS ARE AS LISTED ON ANCHOR CHART ON BACK IY THIS S!%?, EXTERIOR E L E V A T i Oi 1 .1 .07 ALL C'-KIGuRATICIK LISTED .BOVE ARE SMGVN ON THIS DRAWING. ALL AP INSTALLATION IpN SECTIONS -A-A-, -1-3' L MGM STRIP XTAIL APPLY TO INSTALLATION OF ALL -APPROVED CONFIG RATIGmt 2 PANEL DOOR SHOWN 151 FLORIDA EXTRUDERS ION AERIES SL:01G GLASS DOOR :S SHOWK THIS PRINT ALSO .PPLIES TO 2W0 SERIES —0 500 %CRIES REv DESCRIPTION DATE INI FLORIDA IN.T.EXTRINC.KS SaNFaRDFL. TITLE: SLIDING GLASS DOOR INSTALL•—. T ION WITH =8 SCREWS i nnnn I DftAIYN BY: 33 APPP.OVED BY: UJZ I I j ATE: !C:'JlGi jSC LE: Ni: ID'G A B B CONCRETE OR SHIM AS RE'C•D MASONRY OPENING SEE NOTES) BY CTHE=S CAULK BETWEEN DOOR FLANGL L WOOD SUCK BETWEEN PERIHE T ER CAULK L•DOD BUCK L C ALILK BY HAS'Y. OPENING BY OTHERSOTHERS, STUCCO FY OTHERS INSTALLATION ANCHOR Re SC REV (TYP, VHERE— TAPCONS ARE NOT REO'DJ SLIDING GLASS DGGR FRAME SILL D oil /. II A INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR R8 SCREW (i YP. WHERE ONE BY VOOD TAPCONS ARE NOT REO'DJ BUCK By OTHERS 1 1/4• MIN. EMBEDMENT SLIDING GLASS DOOR FRAME 1/4• MAX. JAMB D T SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT 79 EMBEDMENT A I-I/4' MIN e In IA D D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' Di A. TAPCON SECTION A -A 0 TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH I/.• MA%. SHIM SPACE 1 1/4' HIN. EMBEDMENT ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK a HAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIA. 7APCON - a CAULK BETWEEN DOOR. FLANGE WOOD BUCK d CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONRY OPENING HT OTHERS ;7INSTALLATIONANCHOR CAULK BETWEEN 3/16' DIA. TAPCON WOOD BUCK L MAST. OPENING BY OTHERS G CAULK BETVEEN SLIDING GLASS DOOR HOOK STRIP L HOOK STRIP- WOOD BUCK Q I-1/4' MIN EMEEDMENT Q I Q T ONE BY WOOD BUCK 17 OTHERS STUCCO BY OTHERS NS B.O.A.F•TEMPCRED GLASS y ( TYP.) JSECTIONB4ANUFAC'I'I7RER SLIDING GLASS DC10R INTERLOCK MASTER FILE# S HOOK STRIP DETAIL 00 1) D" MATERIAL, ALONDKN ALLOY 6061 2) TAPCCN TYPC INSTALLATION ANCHORS MUST BE OF S1fFIC1CNT LENGTH TO ACHIEVE HIM ENBCD4M7 OF 1-1/4' INTO MASONRY OR CONCRETE. O) ALTERNATE IAPCOM INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. 4) IAPCON ANCHOR CHART ON BACK OF THIS SHCCT. 5) USE SILICONIZCD ACRTLIC CAULK BEHIND DR FLANGE AT HEAD L JAMBS. U USE SIL ICOMIZED ANTLIC CAULK FDOOR PERIMETERSEAL AROUND EXTERIOR OF DOOR 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHM DUAMTITT LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN RESSURC RCD'4 8) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION 70'FIHISNED DPCMING PLACE TAPCONS, IN FRONT OF HOOK STRIP AS SHOWN 5) GLASS THICKNESS MAY VARY PER REOUIREMEHTS OF ASTM E1300 GLASS CHARTS 10) ALL FACTORT APPLIED HOLES NOT DESIGNATED FOR TAPCOM ANCHOR SHOULD BE FILLED WITH PD SCREVS OF SUFFICIENT LENGTH TO PROVIDE HIN 5/8' EMBEDMENT INTO WOOD BUCK. 11) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. R) JAMB / SILL CORNERS ARE 10 BE SEALED VII. A SMALL JOINT SCAM SEALER. 131 SHIM AS REO-D, AT E. SET Or INSTALLATION ANCHORS. X ALLOWABLE SHIM STACK Tb BE 1/.'. I41 ALL INSTALLATION ANCHORS MUST BC MADE OF CORROSION RES:STAN7 MATERIALS. 151 - ERE . 1* REPRESCHTS MOVING PANEL AND '0' RCPRESENTS FIXED PANEL APPROVED COW IGURATIONS ARE AS LISTED ON ANCHOR CNARI ON BACK Or THIS SHEET. 16) NOT ALL CORFIGUNATIOHS LISTED ABOVE ARC SHOWN ON THIS DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS 'A •B-B•-L NOOK STRIP DETAIL APPLY TO INSTALLATIONOF ALL APPROVED 2 PANEL DOOR SHDVN CONE IGURATIONS. - 17) INSTALL ONE IAPCON IN EACH PAIR OF FACTORT APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. SEE W. OF THIS SHEET. IB) FLDRIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SCRIES. REvI DESCRIPTION DATE IN I - L 0 P I D A INT.EXTRINC.PSSANFOP,D l I I TIT1: SLIDING GLASS D R INSTALLATION WITH TAPC NS DPaWN BY: BB I APPROVED BY: m. to / 7C /n; NiTc tC L 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 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, OX, x0 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX, Ox, x0 60 X 80 3 3 3 4 a 4 3 4 4 6068 XX, OX. X 72 X 80 4 4 4 4 4 4 3 4 5. 8068 xx, Ox. xO 96 X BO 5 5 5 4 4 4 3- 4 5 10068 XX OX XO 120 X 80 6 A 7( ) 4 4 4 3 4 5 5080 XX, OX, XU 60 X 96 3. 3 3 5 5 5 a 5 6 6080 xx, 'QX, XO 72 X 96 4 4 4 5 I 5 ( 5 4 5 6 8080 XX, DX, XO 96 X 96 5 5 5 5 5 5 4 6 6 10080 XX Ox, x0 120 X 96 6 A 7 5 5 5 4 6 6 50100 XX, X, 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. ox, X0 96 x 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 x 80 7 7 9 (D2) 4 4 4 3 4 5 15068 OX 181 1/8 X 80 8 In (D2) 11 (D3) 4 4. 4 3 4 5 9080 OXO 109 1/8 X 96 5. 6 5 5 5 4 6 6 12080 OXO lay 1/8 X 96 7 8 (D1 9' S2) "' i.7:5ai ems s:5 a 6 6 15080 Ox0 181 1/8 X 96 8 5 5 5 4 6 6 90100 OX 109 1/8 X 120 5 5 6;: _i 6= .: ': t'iI D1) 6 8 10 120100 OXO 145 1/8 X 120 7 D2) 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80. 5::-:-. _ 6-_.-_. 4. 4 — 4 3 4 5 12068 xxx 142 5/8 X 80 7 7 8 (DI) Z4 : 4 3 4 I 5 15068 xxx 178 5/8-X 80 8 1 a "' a a 3 4 5 9080 XXX 106 5/8 X 96 5 5 S 5 5 4 6 6 12080 XXX 142 5/8 x 96 7 8 (D1) 16 (D9 2) 5 5 5 4 6 6 15080 xxx 17B 5/8 x 96 8 11 ( 3) 13 5 5 5 4 6 6 9010 5 6 6j I0xxx1425/8 X 120 7 np n( 6 6 17 6 8 10 10068 xxo 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 5 16068 xx0 191 5/8 x 80 9 10 (61) 12 (D3> 4 4 4 3 4 5 10080 XXU 1 7/b X 7b b 6 7 (DD 7 4 b b 12080 OxxO 143 5/8 X 96 17 8 (D1) 9 (D2) 5 5 15 4 I 6 I 6. 16080 OXXO 191 5/8 X 96 9 12 (n ) 14 ( 5) 5 5 5 4 6 6 100100 OXXO 119 5/8.X 120 6 6 7 (DI) 6 6 7 (D1) 6 5 10 120100 OXXO 143 5/8 X 120 7 9 (D2) I 10 (D3) I 6 6I 7 (D1) I 6I 8 10 160100 OxxO 191 5/8 x 120 10 (D1) 13 (Dv 16 (D7) 6 6 7 (DI) 6 8 10 10068 xxxx Ili /a x 6 6 4 a 4 3 a 12068 XXXX I 141 1/4 X 80 7 17 DI) 4 I 4 14 I16068xxxx1891/4 X 80 9 <Dt) D18102) 12 (D4) 3 4 5 10080 XXXX 11 1/4 x b 6 7 (D1) b 4 6 12080 xxxx - I lal 1/4 X 56 7 18 (DI) 9 (D2) I 5 I 5 I S I 4 I 6 6I6080xxxx1891/4 X 56 9 (DI) a( 4) 1( ) 5 5 5 4 6 6 100100 xxxx 117 1/Q X 120 DI) 6 6 7 (Dll 6 8 l0 120.00 xxxx 1 .41 1/ . X 120I 16 j678 (D1).1017 (D3) 6 6 7 (Dll6 8 10 60100 XXXX 189 1/4 X 120 i0 (D'c 13 (D5) 15 (D7) 6 6 7 (1) 8 10 V FEB? , mo ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'Dr THRU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP,EATIONS TWO TAPCONS ARE PEO'. 2) "DlMEANS, 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 IN FIVE. SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT'TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP. JAMB CORNER, 1F NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD & SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. r— EXTRUDERS rLOR1LAINT. INC. SANFORD. FL. SLIDING GLASS DOOR TAPCON F,_=.SS CHAPT BE Civi zcx•_' N.T.S. ne 'F_:x00c: L GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 S.H. SIZES 19.125 26.500 30.500 37.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 108 85 78 70 63 62 54.625 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 17 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ WINDOW FRAME HEAD CTYPJ INSTALLATION ANCHOR CTYPJ 8 SELF TAPPING SMS CTYPJ MULLION ANCHOR BRACKET. SEE NOTES -1 2 & #3 D d DWG No: GEN-0453 INSTALLATION ANCHOR TYP.) a I MULLI N DIE NO. 1447 _ a T PR 6$S • J . c _ SUBSTRATE v MA ACTURER NAME: MULLION a Ng-IRAL- L Uri] DIE NO. 1447 v E'ER FILE # 6 v SECTI N B-B D v SECTI N A -A NOTES: 1) MULLI N INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WIND WS HEAD TO SILL. T C MULLION T SUBSTRATE WITH 3/16' DIA. AM EXTERI R 2) IN MASONRY COWS TRUCTI N, AT A H 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 B B OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INT WOOD FRAMING. 4) MULLI N ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS, EAREA NERAL ALUMINUM CORP+ CARROLLTON, TEXAS ( TITLE'DRIZONAL MULLION INSTALLATION DETAIL INUM TUBE MULLI N, DIE NO. 1447 L DATE+ 3/17/02DRN+ B B APRVD+ ELEVATI N _ - SCALE- MATL+_--- VG N - HALF D D+ GEN 0453 ipRCfARE4.V PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKVY., HEATHRW, FLORIDA 32746 PHONE 407-905-0365 FAX 407-905-0366 r Tk it GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WOW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULUON 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 CA020040 HEATHROW, FLORIDA 32746 12Jan-2002 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 DWG NO: A-0450 IvIULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUI\1 DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE . NO. 1448 INSTALLATION ANCHOR TYP.) v ° SEE NOTES a , , a #2 & #3 o vMAN EXTERIOR ELEVATION UFACTURER NAMEMASTERFUENOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG ..AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON; TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAi_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD AREA: ---- DRN: JS APRVD: -_-_ DATE:3/17/L ? FRAMING. wT/FT: __-- SCALE: HALF MATL: - - - - DWG NO: GEN-C=- PREPAPED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY. HEATHROW. FLORIOA 32746 PHONE 407-605-0366 FAX 407-?;5-C36= I— 4 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 44 V FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY. PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020037 JAN.11, 02 01-1201 f, GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 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 3.78 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 Tzs 4. ,. D 1. TESTED IN ACCOiDALT WITH STANDARD BUILDING CODE, CwPTER IT, TO A POSITIVE AND NEGATIVE 37.5=?SF. 2. DA94 NAWP REPRESENT VAR10.6 SECTICN NEIO-IIS 3. FOUR SECTION 7' HID( DOOR 9/GVN. 8' HIGH ODORS HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20-812. 19.00 A 16.75 ARE AVAILABLE AND MAY BE USED IN C0.91NAtION 10 ACHIEVEf VARIOUS HEIGHT DOORS. 5. DAXMSt.ENi PATTERN OF 14.50 X 20.375 SgVN. ALTERNATE - PATTERA/S OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE lJSED. 6. TO SION SPRINGS gOMN. EXTENSICN SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON 8' HICH DOORS ONLY. 8. WINDOW AMY BE INSTALLED IN THE TOP SECTION OR THE SECTION IMAMIATELY BELOW THE TOP SECTION. 9. THE STRUT PLACT].ENT ON MOBS CONSTRUCTED WITH 5 OR LORE SECTI ONS MJST M'' CONSISTENT WITH THE DOCK SHY". THE STRUTS FOR .THE ADDITIONAL INrE JT E R FILE R B R SECTIONS ME TO BE PLACED AS SUWiJ ON THETHI7D SECTION. 10. THE STRUT PLACEAENI DIM7JSIOJ ON ALL SECTIONS LESS THAN 20.812- RM.CED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION WIGHT ! 20.812'. 11, SCREW P/N 605911-0001 IS A 1/4' DIA X 5/8' LONG TYPE AS HEX HEAD METAL SCREW 12. posl TD BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSUED. 13. STRUT PLACEAENTS CAN VARY .3'. 14. 0JVN11TY FOR LOCKS CAN BE 0, 1, OR2. TRACK 968 END HI INGE 2.093 0 0 2' X 6' VAX:O J N.9 2' X f' WOOD 1AA9 OR ECIUIVALENT P/N- 405964-0001 1/4' TRACK BOLT 5/16 X / 3/4' 5' REF 0 LAG SCREW t . DETAIL 'E' BoI SCALE: 118 WEATHERSEAL SECTION "C- C" 3 IIII 21 X 6' WOOD JAA9 2' x 4WOOJAbB 'D'4-t SCALE: 1/2 CB EOUI VALENALEryi. I ZANTAL TRAC3C COLNTEREIALANCE F7 12R TONAL SPLICE IN I H3RZONTAL TRAOCAT TOP OF RADIUSD. I 407605-OOD4 00003PL TYP82 OPENING W! CHTVAR; ES 18. a 400650-ODOI HS-1 TYP 3 PLACES OII VIEW -D- D' t/ 8• DS13 2' TRAD( - 9 THC ( VERTICAL) LLER FIXTURE I i OPTIONAL WINDOW DETAIL SCALE: 3/32 400650- 0004 HS_0 rSPRING ANCHOR BRACKET / ' TOP ONLY !! 407605- 0002 PLCZ o MMM WPM 1M i l oDETAIL 'F' SCALE: 1/ 1 16' WIDE) ENTER STILE N 408680- 0004.5.6 a2 3 PLCS) r-407603-OOD1 Y - C. STANDARD TRACK DETAIL FOR 16' 405771-0001 P/NT409327-0001 404528-0003 11 t SCALE: 1/15' • 1' 16•-0' MAX. WIDTI4- SCALE: t/18 •=t• SERIES 180 WRIJ 289 ARE EcuivALENr CCNSTRL.CTION 250A STEEL INTERIOR ELEVATION SERIES 180 ARE E COO STRLCT/CN AS SERIES 280 ONLY 24GA STEEL AID ETD CAPS DOOR TESTED WAS 281 SERIES. - OOCY2 WIgTH CENIER STILE END STILE STRUTS/SECT. ROLLER I/ERTI ALT NNRDWARE ffJPER FAT) 16' 3SINGLEI TES HSI 1 2- X 7./16'HSO 049' 100 STO.. na awM MM rm[. ar a.aA.•„w w Mi I son 4 .B Reprt s wwR,e wa mr.e,.r,w AAA .u, w w!•O„w M R dip t 1mICBQ YermM M Y,nwlIaMA,q ww[O M w we, BB10Lm a 1f! ,o vAVA¢A[c . . A,nNe sIo®,oea. n.er nc m.s A' NOTES 4 RM> t10X n,w > rt Aw[ wr STRUT TOP F IXTLRE I HINGEw401199- 0001 TYP 2 PLCS 404828- 0003 TYP 2 PL CS. 1 7/8' THC. SECTION 'A -A' SCALE: // 4 F' 061601- 0000 14 - DESIGN LOAD 25 PSF ± z1.6s® SHOWN) TEST LOAD 37.5 PSF ± 8'- 01 WAX. -HEIGHT_.._ 21.5714 jt , 12' 14 405771-0001- 404828-0003 8- 180 M. YOLK I.$ .1/ t3/9e S "ST tDAD 18'-9' MVLX n®w. WIDTN.t'/ IPDL N/A DAVID_FA o1n9/9e ,,... •, 409335 ro Iwaa'- r.w wr • EACH DAV10 FAjt 1 02/12/28 3.8 NS[ 1. s. qJ i STRUT 0575 ANCHOR W/ 4-5/16 X 1 3/4' ° LAG SCREW O 6.04 o I ' . 00—a P/N 409328-0001 PLATE,HASP 1 2 7115 i06 TI-K. o 070 MIN P/N 401199-0001. TOP FIXTILRE 0575REF o } o 0 O O I ° 6.00 f L 0 0 1 5.00--- P/N 409331-0001 PLATE. FLOOR DOMSECT ION o I I t f , I I f 7' MIOH i DOOR . 71J77 PVsT ASSY SHOWING FLOOR PLATE PM 409326-)o000 POST ASSY, VERTICAL ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 tt/32' 091 MIN—Ijw- nn 0 O 3 9/16, O O o 0 0 2 7/16 P/N 405771-XXXX BOT. FIXTLRE FOR 180/280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 2 9/32 070 MIN 90133/16 7/16 P/N 407603-0001, CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS PM 605911-0001 2.765 156 CIA 8 F -3.00- { .375 DIA P/N 508069-0001 PIN 2.25 LENGTH - DOOR WIDTH - 1- tL,, 0F: 2 T ROW 1 7 /' 8 L O 4 5/8' 5/8 MIN TFK 0 0 0 P/N 400650-XXXX. ROLLED I-G-X STRUT I PART M-M3ERMIN.iFK STRUT T---3• - - 400650-0001 .030 HS-t 400650-0004 .020 HS-0 P/N 061601-0000. SLIDE l(XX ASSY I L• r—r1 3/4' 4 3/4'--" H• 070 MIN o O I t/2• O o Q 2 3/6• O 01OO 10$ MIN— 108 MIN-4— 0 3 3-/16 d P/N 405964 a 046450• BRACKET, SCAB P/N 405964-0002, BRACXET• SCAB JOINT 0 0 PART. NJ.6ER 'l' PM 407605-)O=. END, HINGE 405964-0001 3-t/4 1O46450-0003 1 4• RESID. STEEL DOORS PART NJAN 'K 07Ws-0002 as SCAB BRACKET DETAI LS 407805-0003 1.10 07605-0004 1.35 407605-0005 1.60 ATTACH TO DOOR WITH 1.80 G r r 4 SCREWS PM 605911-0001 C L:. 4—.44 .44 • P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LB$. MAX. HEAD 4 08794-0001.2.3 TER STILE STD 1- 180 SERIES PM 40a680-0004_5,6 2. __ HpJ..RECL•D ON-280 SER4ES-.._ 1.25 ...._-ql--•-.187 3•.25 2.50-1 REF O 0 0 7rp\ M-F I I O 375 DIA P/N 605911-0001 OR i HOLES P/N 505879-0001(SELF-ORILLINGZ` PM 468879-0001 LINO P/N 408876-0001 SIPPORT ' f SECTION 'G-G' - ATE _- STEEL STRUTS 1 1 76' w10E. 0001a;) - 6 •.r •7, . wpv w a s¢mmI Igo sm nsiirvwn 4 mw mwaum. rs-.:. w . .. W.g_ • M YOlP11S 01/,3/ 8 p pTMWIrD J D IS* 4koA a n r•eav wen u m mwmo[ 3 D AVIDFAW 02/19/98 w.w 409335 enu® mm. ewq 0 o1s `- w.u. r...e4 > a.e1a. rw•o a. "'s' CENTRAL FLORIDA B.O.A.F. MANUFACTURER NAME: 7HERMA-T'RU 11` 5" MAX. a PREMIUM SERIES' MWINa 6-8 S114GL E AND DOUBLE FRAME WIDTH W7d WK)Lrr SIDEumsws"TED sTEEL DOOR WITH wOw FRAMES 3. 75" WIDTH SIHFNFRAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERt SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM-E331. 6, THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 7. MLAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR 22ELRE500y. B. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Door do Sidelite Leaf Construction: Face sheets 24 GA(0.022")minimum thickness. Galvanized steel A-525 commercial unlit - AKDO per ASTM 620 with yield strength Fy?min.=38.438 psi Core design: Polyurethone foam core. with 1.9 lbs. density by BASF. r P n I on t i n: Flush or embossed type. Thevertical edges o e s an, ro ed formed to provide a mechanical interlock with finger jointed pine stiles. Wood end rails, are t (h jointed and pressureriftedwithcontactcementtothewoodstilesofthecomersili n l n r i n n 1 in • The vertical e ges o e s In are ro a arm o provide a mechanical interlock with finger jointed pine stiles. Wood end rails are butt Jointedtotfiewoodstilesofthecorners. The sidellte panels are -sandwich glazed using a two piece lite frame with mitered do welded corners. F m on rl n: The frame is constrycted from finger in a on erosa Nine measuring 4.656 wide x 1.211 thick. The header is joined to the side jambs with (3) 16go. 112" crown x 2longstaplesateachside. The threshold is joined to the sidejambs. with (2) 1690. 112' crown x 2" long . staples at eachside. The mullions are secured together in a o)dthreshold lication usin 8x2longPFH Wood Screws sp per each mullion. The unit uses an Inswing measuring 5.75" x 1.548". 1- 7.125" MAX. ILE D.L.O. WIDTH 0 MAX. OVERAL R3AMC wwln-- 5 PANEL6" MAX. J IDTH A T. Af NEL WIDTH L I D 00-1 BE FEE 7F11ffi1F11LF1174.5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL 36" MAX. IDTH W ASTRAGAL ~ PANEL WIDTH U U x x k1 w Z a 0 37. 5 MAX. { OVERALL WIDTH I I 36" MAX. I PANEL WIDTH Z O j^^ n 0CO cc o C) npo O 1= O LLof W W g Z C I 00 UJ 11 SINGLE INSWING UNIT (- n- L 68.5" MAX. w OVERALLWIDTH36' MAX. 15. 5" MAX. PANEL WIDTHFRAME WIDTH p- r , 3.75" MAX. WIDTH Mal F11 Fil F11 0 F11 Fil DOUBLE F INSWING UNIT DESIGN PRESSURERATING UNIT TYPE DESIGN PRESSURE SINGLE + 67.0 PSF - 67. 0 PSF DOUBLE + 60.0 PSF - 60. 0 PSF SINGLE OR DOUBLE PSF - 60. 0 PSF W SIDE ES T 1, ULTANIS. K eUILDiNG JNSINc 813, 664.3531 N. T.S. BY: TJH eY: RW NG W 5-2150 1 a E o. - n 4. .a p .Q..p 7 6 Q. Q O UW 1.68" MIN. PANLEL THK. LU o a O X Q O' ' GO O' N O: p m p i 5 o 0 8 0 .Oo. 19 Q. a •. 4 EXTERIOR IN7 RI R toVERTICAL CROSS S TI N 2 DOOR PANEL W/ SELF ADJUSTING SADDLE THRESHOLD 1_ 20 N z y O.:....o 2 zz 4 V, I Oc 33 0 i 34 p SEE NOTE w1SHT. 4 Q zz 29 J WM W 41 a J J 5" MIN. - GLASS THK. O X J Ni p 25 i N n C I y 1 Quo' Q N 20 O z •o O 'Q m W 2 O Lo o z2L U QUO I,! co Q uiZ rrUJ D 10 O U J UU N G l y BUILDING CONSULTANTS, INC c v 813.684.3831 kn v c DAW 08/09/0, p X o_ sv N.T.S. a c, DWG. BY: TJH EXTERIOR INT RIOR e2 VERTICAL CROS SIDELITE PANEL 1® CHI(. BY: RW a F• 2150 sH[ET 2 a 8 o0 MASTER FILE # :3 SEE NOTE 2 SHT. 4 INAcnvE Z Y 3 a z ASTRAGAL RETAINER a BOLT &0 LG. TOP 6c BOTTOM (2) BOLTS Ir1 RIOR AT TOP & (2) AT BOTTOM 1 N 3 ® ASTRAGAL EXTERIOR IN7 RIOR 1.15" MIN. EMB. 25 MAX. SHIM 15" MIN. C=SINK „^ Tr c Z 35 29 41 17 SE N E I 6 SHT. 4 HORIZONTAL CRDSS SECTION 3 ® SIDELITE TO BUCK ACTIVE v U,NTRAL FLORIDA B-O*A.F• MANUFACTURERNAME: 36 MASTER FILE # 2 SEE NOTE 5 SEE NOTE 6 SHT. 4 SHT.--4 EXTERIOR Y Z jE V, 12 35 36 29 47 V) P SEE NOTE I SHT. 4 1'21 HORDONTAI CROSS SECTION 2,1 ® HINGE JAMB TO SIDELITE zLJ N O co o zoton o Oho 3ww Z W cad E - 813.884.3831 08/09/0 N.T.S. c. er: TJH RW S-2150 err 3 a 8 1.15" MIN. EMBED. 15" MIN. II C-SINK BPI H8 NAME: I. EMBED. J .15" MIN. a C-SINK MASTER FIB Irvluavrc J 25 MAX. SHIM SPACE 1 RI T R cFCT10N 4 LATCH JAMB TO BUCK, NOTES: i. SPACING FOR ITEM 129 & 141 (LITE FRAME SCREWS) IS AS FOLLOWS: FROM THE TOP DOWN ON SIDES; 3", 14.75", 26.5", 38.25", 50.5" & 62.25 THERE IS (1) SCREW BOTH TOP AND BOTTOM AT 4.25" IN FROM CORNER. 2. SPACING FOR ITEM 127 18 x I" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3", 5", 18.25", 40.5", 59.25 74.25", 76.25" AND 78.25 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA. x 1/2" CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 16GA. x 1/2" CROWN x 2" STAPLES AT BOTH SIDE. 5. THE SIDELRE IS DIRECT SET INTO THE JAMB WITH ITEM 112 110 x 2" PFH WOOD SCREW AT 6" DOWN FROM EACH CORNER AND A MAX. OF 12" O.C. ON THE SIDE JAMBS ONLY. 6. SPACING FOR ITEM 130, A 18 x 2.0" 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 14.0" O.C. 2 H RI NTA R TI N 4 HINGE JAMB TO BUCK, SEE NOTE 6 3 21 SHT. 4 SEE NOTE 1 u SHT. 4 SEE NOTE 1 HT. S t-31 HORIZONTAL CROSS SEC71QN STRIKE JAMB TO SIDELITE 17 10 25" MAX. SHIM SPACE 813,684.3831 ru 08/09/0 u: N.T.S. c. r TJH x ar: RW AWIHG Np_ 5-2150 EE 4 of 8 SEE DETAIL 'F" SHT. 5 6" 6_ 3" 3. 3 6 3" 3" 3. 3. 3. I II fl I 13 II II I 13 = Tl'P. _ 73 TYP. TYP. SEE NOTE SEE DETAIL - 3 SHT. 4 - SEE NOTE 'F' SHT. 5 SEE DETAIL 6 SHT. 4 E SHT. 5' SE DETAIL SEE NOTE TYP. 1) 6 SHT. 4 13 _ G SHT. 5 TYP _ SEE DETAIL 13 SEE NOTE H" SHT. 5 A" TfF 4 SHT. 4 A"- 31 A =14TYPTYP. TYP. 33" " i- 3' 6" 3_ 6 F- 3" 3" 3' 6 DOUBLE DOOR W/SIDELITES 6" 6' 6' 1 3ESHT. 4E T n - - y 13 o TYP. as — A. SEE DETAIL -C- G" SHT. 5 O Jas SEE DETAIL J"6 E" SHT: 5 TYP. N SEE NOTE 4 SHT. 4 SINGLE DOOR SEE NOTE 1 BELOW 12 13 38 SEE NOTE 1 BELOW 1 DRILL THRU FOR A 0.357" BOLT DEEP ENOUGH FOR A 2" DETAIL "H" BOLT THROW ASTRAGAL THROW BOLTS AT THE THRESHOLD NOTE: 1 WHEN ATTACHING THE STRIKE do DEADBOLT PLATES TO THE STRIKE JAMB AND BUCK USE ITEM 13F12, A J 10 x 2" SCREW. WHEN ATTACHING THE STRIKE o DEADSOLT PLATES TO THE ASTRAGAL USE ITEM o 0 113, A f8 x 2 112' SCREW. WHEN ATTACHING THE STRIKE & TO THE SSIDELITEJAMBUSETITEMTES #38, A #110 xR1IK314"JAMANDSCREW. DETAIL " F" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME 1r nT„ . S AS SHOWN. j i Tg ja& t/7i®J EfflUbt • o atill a T1lJg' A alT NAME: AME iuv gURD, NG CONSULTANTS. WG 513.684. 3831 D m 08/09/01 SOVF- N. T.S. eT: TJH CNK, By: RW DRAWING NO.: 5-2150 m 5 ov 6 SEE DETAIL F" SHT. 5 453" GLASS SEE NOTE BITE 3 SHT. 4 34 3" 6^ 1 3Z 1 6- 3 1 EXTERIOR 40 25 1/8" TEMPERED I I 13 1_ O 0 ... .. GLASS 13 TYP. - Q O. o O O 25" AIR TYP. SEE DETAIL N O. SPACE F" SHT. 5 SEE DETAIL N Q Q. L 13O E- SHT. 5 N O Q o TYP. TYP. 1/8" TEMPERED i a SEE DETAIL GLASS t G' SHT. 5 INT RI R N 36 v 41 O SEE DETAIL Typ. 6 SE NOTE 1 .25" STEEL INTERCEPT H" SHT. 5 N SHT. 4 SPACER 5' INSULATED FITS LITE FRAME GLASS W/ DETAILGLAZING 14 14 TYP. 6- - - 3 3" . { 6" SEE NOTE DOE DOOR 4 SHT. 4 33 UBL 1 453' GLASS BITE 3 3. XT 40 25 1/8" TEMPERED 3. 'i 6- 6 63" 13" 1 CLASSI00 ... T0, I I I Q 0. . 25" AIR SPACE i t I I QO. 3 NOTE SEE NOTE O Q O 6 SHT. 4 O.. L C Z 1/8- TEMPEREDFo+ O v GLASSaINTERIORvN ci- SEE DETAIL N L E" SHT. 5 a Lo - 13 T' SEE DETAIL -K" - M. G" K• TYP. m. SHT. 5 31 TYP. 14 TYP. M" 3 3f- II II 3' I 6' 6 3' SEE NOTE 3" 6' 6' 3" 31 4 SHT. 4 SINGI F DOOR W/SIDELITES iYP. I Z jO ^^ Q 0 n Nncc) 00 a W O C) IX n 0 OWN 3Ujz 36 U' 5 `c v 6 29 .25' STEEL INTERCEPT c SE NOTE 1 SPACER SHT. 4 El- 08109109- INSULATED GLASS W/ wr i rI FRAME GLAZING DETAIL SC ALE: N.T.S. TJH all `I 8 Y' $ CWY JL A IE . A.Fs cw er: RW 5im -oN0 MAV .Ja" j R 1 V o 5-2150 sHm 6 a F MASTED FILE # ::> - F-- 4.575" 1 T N ._(. 1_2 j 20 21 In WOOD FRAME 22 3 FINGER JOINTED PONDEROSA PINE I0N LL 1— .097' 1.734" Of ZS INSWING DOOR BOTTOM SWEEP EXTRUDED VINYL 080 WALL MAX. O34' WAI L MIN. 0 0 0 0 O 4 x 4 STEEL DOOR HINGE O, to OTOP RAIL FINGER JOINTED PONDEROSA PINE 1.625" ^' 635' r- n O BOTTOM RAIL. WOOD COMPOSITE 1.625" 36 SIDE ITF BLANK SIDE STILE FINGER JOINTED PONDEROSA PINE 1.625" N O WOOD LATCH SIDE STILE 2.412" I FITS PLASTIC LIP LITE FRAME EXTRUDED BTS 1.625" h N WOOD HINGE SIDE STILE O 5.75" I 1 in SELF ADJUSTING SADDLE THRESHOL7 19 d ALUMINUNYL .045 W M/VIALLL ALUM. FILE # THK. WALL VINYL TYP z Q j^^ oC `n ° 0 CO CL o Ln Z-) zp o 00 C) Lij Q W rrr Z D Lu F- ZE W 813.684. 3&31.. wvF N. T. S pwc. er: TJH anc. ar: RW 5-2150 7 or I RIPTI N ri I 1 DOOR SKIN; CONSTRUCTION SERIES 25CA .018 MIN. EL 2 TOP RAIL 1.628 x .851 THERMA-TRU PONDEROSA PIND 3 LATCH SU -TRU, PONDEROS4 PPE 1.625 x 1.231 DFFOAM4HINGESTURMA-TRU, PONDEROSA PK 1.625 x 1.234 D 5 90170M RAIL 1.628 x AD PID W-TRU NOW COMPOSRE POSRE 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY 7 SHORT REACH COMPRESSION WFATHERSTRW EMA-TRU 8 LONG REACH COMPRESSION WEATHERSTRIP -TRU FOAM 9 4 x 4 HINGE . 997 THK. THERMA-TRU STEEL 10 10 x 3 4'l. PFH WOOD SCREW H to Frame STEEL iI 10 1 LG. PFH WOOD SCREWx STEEL 12 10 x 2 LG. PFH WOOD SCREW STEEL 13 18 x 2 1 2 LG. PFH WOOD SCREW STEEL 14 3 16" x 2.0" MIN. TA -CON ANCHOR (ELCO STEEL 15 MASONRY WALL CONC. 16 12x WOOD BUCK WOOD 17 MAX. 1 4 SHIM WATER UVL WOOD 18 KWIKSET TTFAN 700 SERIES PASSAGE LOCK 19 SELF AW ISTNC INSWING SADDLE MRESIW ALUM. OOD 20 6" HEADER THERMA-TRU PONDEROSA PINE WOOD 21 4.656 STRIKE JAMB iHERMA-TRU PONDEROSA PINE WOOD 22 4.656 HINGE JAMB ERAUA-TRU PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER It WR687 .052 WALL ALUM. 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 3 4 THK. PRESSURE TREATED SIDELTFE PAD WOOD 27 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 INSWING DOOR BOTTOM SWEEP VINYL 29 18 x 1 4 WJPS STEEL 30 8 x 2" LG. PFH WOOD SCREW STEEL 31 3 16 x 3 1 4" MIN. TAPCON ANCHOR ELCO STEEL 32 1118 THK. CELLULAR GLAZING TAPE SUK-11 TAPE)- 33 1 PLASTIC LP UTE FRAME PVC.MHERWI-TRU PVC 34 1 PUISTIC UP LITE FRAME BTS THERMA-TRU BTS 35 4.656 BLANK JAMB THERMA-TRU, PONDEROSA PINE WOM- 36 9Df111E SUE SINE -TRU, 1.625 r .719 PONDEROSA PFE WOOD 37 LOCK BLOCK 2.625 x 10.375 x 1.625 THK. WOOD 38 JIO x 1 314 LG. PFH WOOD SCREW STEEL 39 NOT USED 40 SIUCONE CAULK SILICONE 41 8-10 x 1 1 2" PLASCREW FOR REM 34 STEEL MANUFACTURENAME: rIA, u O >_ 592" { N 79" r0n co I C) ( f) n a: z4 p In N V J O N > 0po i__ Ia: 1.7o-co Ld 175" F Q ZE Z 179 COMPRESSION WEATHERSTRIP ^ p LONG REACH COMPRESSION WEATHERSTRIP BY THERMA- TRU W 00 a FOAM CELL CORE W/VINYL JACKET FOAM CELL CORE W/VINYL JACKET mao 3 3" 1" wpo Vz gw W. a jJU' U N U a: c` a a N a) N O N m N DRILL TRU FOR 357" DW ASTRAGAL DRILL TRU FOR A J8 RETAINER BOLTS PFH WOOD SCREW 2PLCS 1.767" w WINDJAMBER 11 WR68T STRIKE PLATE a 24 0 WINDJAMBER 11 WR68T ASTRAGAL (ALUMINUM 052" WALL TYP.) O Z' a. 0- 1 1- - kly CONSULTAl(f5. 813.684. 3831 05/09/ 0 SCALE N. T.S. ASTRAGAL RETAINER BOLT r orG. BY: TJH MATERIAL: C/ R ROD ZINC cm. er: RW do YELLOW CHROMATE °RAMIIw N0.: 5-2150 S.+ 8 a 8 TREE- AMA o TRU CLASSIC CRAFT" OUTSWING"SINGLE AND OOMS WI& W/OUT sIDEL1TES. muLATED FIBERGLASS DOOR WLTH WWD FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY WITH THE USE OF THE HIGH W BUMP THRESHOLD. SEE THE DESIGN PRESSURE CHART BELOW. 6. MIAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED FIBERGL)tionp00R CommontoallframecondisJ/ aces ee s oor Vane : i rg ass (SMC) skin 0.105- min. thk., Sidelite Sheet: 0.07 min. thk. with yield strength fy(min.)-6,000 ysi ore design: Polyurethane foam core, withl.9 lbs. ddensity by aASF. 3aneiConstruction: The panel skin is constructed from a 0.095* thk. sheet SUC). The interior cavity is fieed with 19 lbs. density 114SF wlyurettane foam. The panel face sheets are glued to the woad sties and rods. thelatchomittingestilesareLVLalSLThelatchstilewhvrhis4-03 X 1.47 s the latch reniorcemmt the top and bottom roil am of a rood Composite rriateriai. h the double door application the inactive door is fitted with an extruded aluminum ntrogol of 6060-716 alloy. From. Construction: The frame is constructed from finger jointed. ome 565 wide x 1.17' thick The header is joined to the side jambs with (3 /8 x 25" PhTps Neod Wood Strews The thnshdd s EW tot side jambs nth (16ga. 112 aoro x 2" big staples at each side the mxi6os are securetogether b a sideLle application using /e 2' lav PFH Wood Screws (6) screws per each rmrlLorx. The units uses an Dutswag Bump threshold measuring 4.615 x . SMC L Lite- - OA sae is 27.5' wide x 50.19' high secured 1. 75' Philips Pon Hood Screws The frame am sealed with silicone taming ( Dow 795) to sdelde panel and to the gimm Sidelde Gloz nor SMC Lip Life with the yield rtreglh Fy(min.)= 62W psi & TMC Up Life with the yield strength Fy(min.)= 4,674 psi - OA sizes 9.85" wide x 65.85" wide secured w 16 . 8 x 1.75' Ptu76ps Pon Head Screws. The from ore sealed with silicone couking (Dow 795) to sidelite panel o d to the glass. integral Flush Glazed - The siderde sash face panels am molded to receive the kwubted Glass. The ss is attached to the side6te face sheets with s cone glazing compound (Dow 795). TABLE OF CONTENTS SHEET / DESCRIPTION - LLWIDTH 36" MAX. PANEL WIDTH v 24. 5" f1 MAX. D. L. O. 4 A ( TYP.) O 9 0 A SINGIF OUTSWINGN 10 6. 6 MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH 15.5" MAX. I W/ RAGAL n 1> FRAME WIDTH WN 0 0 13.9375" MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 111 DOUBLE W/ SIDELITES UUISWIY( UNIT rT\ OPTION R W/ SURFACE BOLTS WIDTH SEE DETAIL A" All MODELS ARE HEWED SHT.3 68.5" MAX. OVERALL 2.4. j5" WIDTH 15. 5" MAX. FROM INTERIOR LO. p P FRAME WIDTH 74.5" MAX. OVERALL FRAME 36.625" MAX. PANELWIDTH w ASTRAGAL I V r0 L 24. 5" ! o i MAX. LU D. L.O. If (TYP-) J xn ' Q C 0 X o INAC AC DOUBLE OUTSWING UNIT 13.9375' MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.LO. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) SINGLE W/ SIDELITES NC Nf M OPTION It W/ SURFACE BOLTS DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OPTION I W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION 11 WITH SURACE BOLTS & WINDJAMBER 11 ASTRAGAL 70.0 PSF -70.0 PSF 8 8 o> n O CO U O o0 ao= ozon 00 OWp n W t F- V UV gtJn.a.xa DNsuu rrrs. Z 813.654. 3831 ML N. T.S. 7.- ere WLN mace BY: RW a Nc ru_ S-2161 Serer 1 or 5 2E 6 E5 7 ul xQ 1.68' MIN. PANEL THK. C3 SEE GLAZING DETAILS INTF-R 4 7 Clio 07aa-: oz zo 17 7 2 ci 11JLn O 20 20 3 SEE NOTE C) M C) SHT.4 c):::) 000 n 34 Q Z cr Co ZE A 1.68" MIN. E 0a.-0-- 2 Lo PANEL THK. 00 0 42 1.68" MIN. v 1 0 0 PANEL THK. '-' o'' 0 a 0 SEE GLAZING 1-329DETAILS m SEE GLAZING DETAILS 28 1-0r EXTERIORz INTERIO 0=10 EXTERIO INTERIO As a 48 Ul-ix 0 0 0 6 u 00 0 10 SEE NOTE .60 8 4 50 ..9 00 0 0397 20 0 /8 0 Ile 33 SEE NOTE in w 9 SHT. 4 52 4,3 SEE NOTE 5 SH`r. 4 SECTION I RT N 9 nN Ggg PANEL 2 OUTSWING DOOR PANEL W1 HIGH DAM W/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TAME) CE, P4 . TEPt-Al, I I 7 j SECTIONFRf1l`a, CROSS 2 OUTSMNG SIDELfTE PANEL THE CROSS SECTION IS CONSULTANTS. INC SHOWNF=E GL CgZ)C, 3/4. GLASS 813.684.3831 CRAFT' & are 11/5/01 NTS Mr. er WLN OWL BY: RW CQArvifi 0: S 161 m 2 OF 9 ASTRAGAL RETAINER BOLT 8.0- LG. TOP BOTTOM (2) BOLTS y AT TOP & (2) AT BOTTOM SEE NOTE 2 SHT.4 HOf?I7QN"TAL CROSS SECTIO 0 ASTRAGAL OPTION 1) t 2911--- CROSS SECTIO MULL R z O O pom 1. 15' MIN. EMB. 25 . MAX. SHIMr15MIN. C—SINK EXTERIO 1-3'\ WnR17r)NTAl CROSS SECTION 1/ 0 SIDEUTE TO SUCK LJ 0 00coV)Q — CC0 0 LLj Lo LJ 00 0- j2 zln Zri S2 A5 I DETAILA z OPTION 11 SURFACE BOLTS) E NOTE Due 71/5/01SHT.4 SCALE: NTS vac. BY: WLN wr. RW S-2161TJ--./F # SHEET _3 DF 25" MAX. SHIM SPACE i3 XT RIOR 18 z= to W Ir r r rrrrr 1 U2 U W W.y w EXTERIOR 15' MIN. 1 HORIZONTAL CROSS SECTION C—SINK 4 LATCH JAMB TO BUCK, 1.15' MIN_ NOTES. EMBED. 1. THE SIDEUTE 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 88 x 1" PANHEAO SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1..3. 5. 18.25 40.5. 59.257, 74.25 76.25' do 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) g8 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.07, 19.757, 33.5', 47.25, 61.0 do 74.7 THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A IS x 2' SCREW SECURING THE MUWONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A /8 x 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE - — MULLION USE A 110 x 1 3/4" SCREW. S. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE _. MOLDING AROUND PERIMETER. THE COVE MOLDING WAS - - SECURED USING I" x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12' O.C. SEE NOTE 1 SHT4 UZ n U E W Lu to 2 HORIZONTAL R C710N • 15' MIN. 4 HINGE JAMB TO BUCK, C—SINK 1.15' MIN. n EMBED. Z = 36 w 34 a33 SEE NOTE 9 THIS SHT 25 MAX. FHIM SPACE fl-0) . 7ESHT. O 4E 3 HORIZONTAI CROSS SECTION 4 ® STRIKE JAMB TO SIOELITE a ae ra to jl.,UMUA u (),& c to toN O 0O UZ J Y Jd ma to to 2' U 41_ = ui FCONSULTAMM. DC 813.684—NO1 wu 11/5/O1 SCwt NTS o c. Sy. WLN otx. ar: RW W—HG H00. S-2151 SHEET 4 OF 9 14, SEE DETAIL 'F' SHEET 5 6" 6" 6" 3- jf3 3. 3 --{ 3" 6 3 3 3 SEE NOTE 3 SHT. 4 SEE DETAIL E SHT. 5 TYP. SEE NOTE 4 SHT. 4 52 3' -i — 'i 3" 3-T 6• 3" F-- 3" 6" 1 3" 3" 3" 6" 6" 6" SEE DETAIL H" SHT. 5 I 13I I 11 1 TYP. SEEFt DETAIL TYP. SEE NOTE SHT. 5 6 SHT. 4 SEE DETAIL SEE NOTE 13 G" SHT. 5 6 SHT. 4 TYP. SEE DETAIL 13 H" SHT. 5 D" 7YP. D" 1 1 TYP. I I I Typ•lL11 Of N C 00 a00 V)O 10 6. 6' 10 SEE NOTE 3 SHT. 4 CCZ O W I I M!3Q00 Ti : t\ ul a ol 73 a In a Ln n rn j TYP. ha N z uyN Ln _ IN-- ZO D" SEE DETAIL E" N n Q W Q y o SHT. 5 az m a 13 SEE DETAIL G" C' C- TYP. D" x 1 SHT. 5 W 5- z T1P 1 51 . I a v Z 6- 4 r SEE NOTE io a 4 SHT. 4 SINGLE DOOR DOURDOURIF DOORW/SIDELITFS DRILL iHRU FOR 1 1 A 0. 357" BOLT DEEP ENOUGH FOR A 2" NOTE: BOLT THROW o USE ITEM 113 A 18 x 2 1/2' PFH WOOD SCREW T SEE NOTE 1 SEE NOTE ATTACH THE STRIKE AND DEADBOLT PLATES TO THE 7 SHT. 4 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED v SURFACE BOLTeuaon APPLICATION WITHTHESIDEL(fE USE ITEM 143 A 18 43 37 13 43 STRIKE PLATE orauuvrrs- u 2" PFH WOOD SCREW. 81}-684}9}1 11 o - DETAIL " H" wie 11/5/01 O RETAINER BOLT HOLES 10 & OPTIONAL SURFACE sv N. T.S. SURFACE BOLT BOLT STRIKE P rWLN DETAI STRIKE PLATE 0 vpM FLORIDA Be oA.Fc RW 3 43 ASTRAGAL STRIKE PLATE `4 OPTIONALSURFACE SEE NOTE 5-2161 DETAIL "EBOLT STRIKE PLATE THIS SHT. DETAIL "G- MANUFACrLLRER N1 sH¢r 5 ar 9 rllt-*t cz /- SEE DETAIL SHEET 5 - 6 3" 3" 3" If i t If I 13 Typ c SEE NOTE 3 SHT. 4 SEE NOTE NOTE N SEE DETAIL n 3 SHT. 4 6ESHT. N a F" SHT. 5 ooli In 13 n 1 U TYR rj d SEE DETAIL Cli SEE DETAIL- E" SHT. 5 SEE DETAIL SEDTYR SEE DETAIL E" 7YP. T. 5 tfi SHT. 5 N J"A TYP. SEE DETAIL _ SEE NOTE "G" SHT. 5 51 51 _ 4 SHT. 4 TYP. 1 t I TYP. y J riau1 A — " M 6" — I 6 3 6" TYP. 3'6. 6- I 3" SEE NOTE 3" 6" 6" ~1 4 SHL 4 6" 52 TYP. SEE DETAIL 1- - SHT. 5 Mill DOUBLE DOOR SINGLE DOOR W/SIDELITES NTMAL F Lu'HRJOA BD CoA.Fo T L nib it Ki ° K" " K" TYR 1 1 51 TYP. I 2 o> o 03 0 ( z) 0 CL OLd ZO6 u-) irO O QQ000 Ix co X ulT a 3 1n J ZO O ¢ V Om m J o z UO < cr In O U a 5- -, a V VV BUILDING RSULTANTS. INC 813. 684.3831 e 1116101 iy N.T.S. Bn WLN L BY: RW IC No.: 5- 2161 rr 6 of _9 o o OD 0.5- GLASS 0.5" GLASS BITE 0525" THICK DOW 795 O BITE Y - x SEE NOTE 1 GLAZING COMPOUND CL p = Z O SEE NOTE 1 THIS SHT. O TJPPH 1/8`IEIAPERED 1/8' TEMPERED p W N GLASS L_ GLASS O O on 0 1/4' AIR SPACE m Y e 0 3/4- AIR SPACE 0 .W1/8' TEMPERED 1/8' TEMPERED GLASS z= GLASS 8 x 1 8 x 1 3/4" PPH 1/4' ZSTEELI3/4- STEEL INTERCEPT SPACER 41' INSULATED TEMPERED GLASS 0625' THICK DOW 795 -g GLAZING DETAIL SHOWN W/ 1 /2" INSULATED TEMPERED GLASS GLAZING COMPOUND n ASSIC CRAFT" SMC LITE FRAME GLAZING DETAIL SHOWN W CLASSIC REQUIRED FOR DOOR PANEL) a a CRAFT' TCM LTE FRAME SIDEUTES ONLY) I'im mU N A 0625- THICK DOW 795 0.5" BITE GLASS GLAZINGCOMPOUND 0.5BGLASS z 1/8- TEMPERED Ph a N SEE NOTE1y 1/8' TEMPERED GLASS m THIS SHT. GLASS O co 0 1/ 2' AIR SPACE M ooe o3/4- AIR SPACE O 1/8- TEMPERED a z = r GLASS 1/ 8" TEMPERED SEE NOTE 3 THIS SHi. n g B x13/4" PPH GLASS n 4"' INSULATED TEMPERED GLASS 3/4' STEEL INTERCEPT SPACER 1/2- STEEL INTERCEPT SPACER GI AZING DETAIL SHOWN W CLASSIC 0625' THICKDOW795CRAFT' INTEGRAL GLAZING o GLAZING COMPOUND SIDELITES ONLY) I I I_ I f Izl coNsu Tu+ rs. v+c 813.684. 3831 I FT' T M M S L L Y A- A THE27. 5' x 50.19- DOOR LITE IS SECURED WITH (16) /8 x 1.75' PHILUPS PAN HEAD SCREWS i' A I LJj+ B-0 w1E 11/ 5/01 SPACED ASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0', 1.3J5 AND 24.5' FROM THE LEFT SIDE. SPACED THESIDE STILE ANCHORS WERE LOCATED AT 3.0'. 13.25', 23.625' 33.875' AND 44.125- CENTRAL s-xe NTS FROM THEBOTTOMOFTHELITEFRAME. NAME: w c a WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS A NUFAC ILrr SPACED ASFOLLOWS, TOP AND BOTTOM RAIL AT 2.125- FROM EACH END, SIDE STILES L FROM THE TOP DOWN TOP DOWN AT 5.5". 16.5", 27.5" 5', 49.375' AND 60.375'. j1fll:l owumc rro- 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE -iWE INSULATED GLASS_ 5-2151 4.03" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077' --{ 1.54' SMELITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE r- 1.47' n mm CC BOTTOM RAIL OWOODCOMPOSITE 1.077' --j n SIDE? ITE BLANK SIDE_ STILE FINGER JOINTED PONDEROSA PINE 1 47 Cr TOP RAIL OWOODCOMPOSITE 0 N ° ° 09 7' F-- O9 4 x 4 STFFL DOOR HINGE 1i to m 1. co9 N li 39" RED OAK CAP N O `f 1.46' CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL PONDEROSA, RADIATA, PULAI, ELLIOTTII, TAMA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR. INCENSE CEDAR OR REDWOOD. r L DIM. tVARIES Ln u°i W/GLASS THK. K40 : 1.79" FT iF97W J SCREW. MA.M DM 4.0— SWC i nF FRAM 28 h 1 DIM. VARIES N W/GLASS THK. 4.565" Ill0 N O O N 2 n T Z TT w O LLI O Fo a 0 2 35 38 WOOD FRAME n Irm Lu 00 d N z 4.615' 2. 203' rnu no m J mr 3 f U El o O7g OL WING BUMP FACE o lUz aa 61UM_INUMADOD THRESHOLD 050' WALL TYP. I I I z i T HIGH DAM THRESHOLD 39 IIIJL'W MUNNG CONSVL mm- INC 813. 684.3831 swe NTS e WLN Cxx. BY: RW 1 br- _ 5-2161 1 sNm 8 or t I RIPTI N Material 1 MA TR i I h F =6 i FIBERGLASS 2 3 CC MIAXK BLOCK MMA-TRV,4r 4. 4 CC NLa STtE IRU t4L OR to t OAK 1.46' x 1.4 5 NOT USED 6 POLYURETHANE FOAM BASF. 1.9lbs. DENSITY FOAM SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 4 x 4 HINGE .097 THK. ERMA-TRU STEELk. 7 10 x 3 4' LG. PFH WOOD SCREW a to Fmme STEEL 10 x1 LG. PFH WOOD SCREW STEEL NOT USED 8 x 2 1 2" LG. PFH WOOD SCREW STEEL INOT USED 15 INOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 1 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 IONE PIECE BUMP FACE THRESHOLD ERMA-TRU ALUM. W0O0 20 1 HEADER 4.565" x 1.17" -TRU PONDEROSA PINEJ WOOD 21 INOT USED 22 HIMX JAMB 4.565" x 1.17" -TRU PONDEROSA PIN WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 1ASTRAGAL WINDJAMBER 11 WR69T .052 WALL ALUM. 6060-T6 25 IGLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 NOT USED 27 J8 x 1 I.G. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC LIP LITE FRAM SMC, 7HERMA-TRU with ' Id F .,( = 6 200 SMC 29 00 x 1 PT IHW 50U,, UkM 011 4X= IDR RDF7 28T STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 D4l WIRE BRADS STEEL 34 3 8" COVE MOLDING WOOD 35 BLANK DWB 4.565 x 1.17 -TRU, PONDEROS4 PINE WOOD 36 MOM SIDE STILE-TRU, 154 :.67 PONDEROSA PIWj WOOD 37 110 x 1 3 4" L.G. PFH WOOD SCREWY STEEL 38 LATH dAW 4515 x 1.17' fINOW-M FVNOEROSA PWQ WOOD 39 HIGH WATER DAM THRESHOLD ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 St>EW TGP t BMW RAL TRLL I-W x.5PQ!MROSI WOOD 43 IS x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 PLASM UP U CM, - U with yield stren h F min. = 4,674 psi TCM 47 8 X 1-3 4 PPH SCREW FOR ITEM 28 k 46 STEEL 48 GLAZING, V INSULATED TEMPERED GLASS GLASS 49 GNG, 3 4 INSULATED TEMPERE LAZIDGLASS GLASS 50 CC LTOTTOII RAIL (150' x .883' IWW-MU W000 COIPo970 YP05IIE 51 3 16 TAPCM MICItDItNC ELCO, 1.75 Wt LG. S1jEL 52 3 16 TAPCON ANCHORK ELCO, 25 WK LG STEEL z 592" 0 E" N 8.0 00 c N 5w i OLu ASTRAGAL RETAINERBOLTN1 N O o MATERIAL: C/ R ROD ZINC ? Q 3 ¢ 0 do YELLOW CHROMATE g r\ O t W 79" -- CL LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET c JZ N 1. 158",oa O NOO UC] 4V DRILL TRU FOR N N s Z A 8 PFH WOO NW J= DRILL TRU FOR SCREW 2PLC5 . 357' DIA. ASTRAGAL op a RETAINER BOLTS O7 .35" t~ m WINDJAMBER If WR68T STRIKE PLATE COMPRESSION WEATHERSTRIP BY THERMA- TRU 1" RETAINER BOLT FOAM CELL CORE W/VINYL JACKET T- F10HIMMA B.O.A.F. CENTRAL ON A.654-W31NNMA V ACTURER NA1 e p n / v WC 1. 7157- i lilSTEE\ a' E # WINDJAMBER II WR68T 24 wuE NTS ASTRAGAL (ALUMINUM 052" WALL TYP.) wc. m WLN cw_ BY. RW DR—*4 W.: 5-2161 z, 9 OF 9