The URL can be used to link to this page

166 Venetian Bay Cir - BR04-000735 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS Morrison Homes 151 Southhall Ln #200 Maitland; FL 3275 T- - 407-257-6940 CRC 041929 - ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION5ft PERMIT VALUATION SQUAREFOOTAGE City of Sanford Certificateof Occupancy This is to certify that the building located at 166 Venetian Bay Cir for which permit number 04-735 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden 04/30/04 Engineering: D. Sweet 05/05/04 Public Works: R. Buckner 05/03/04 Utilities: R. Blake 05/03/04 Fire Department: N/A Zoning: N/ A Morrison Homes Property Owner v. .,` 05/ 10/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 04/29/04 04-735 166 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES PHONE #: DANNY 407-948-2953 Fi, `s V' 3v00 b0 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utilities 0k' 5I5Ic4- Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION K • SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04/29/04 04-735 166 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES DANNY 407-948-2953 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 ublic Works S- -2-P4 Utilities Fire _ Zoning _ Licensing 1011 N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIO; Q SINGLE FAMILY RESIDENCE***%ii DATE: 04/29/04 PERMIT 04-735 (U4) ` #. 1 U°Wo„; Jz _N, ADDRESS: 166 VENETIAN BAY CIRCL VENETIAN BAY Q°',' CO"1 CONTRACTOR: MORRISON HOMES U U i Lu w G PHONE #: DANNY 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Fire Zoning ' N/A N/A ilities a O Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) e LMBC0401 CITY OF SANFORD 5/'03% 04 r Address Misc. Information Maintenance 15:58:30 Location ID . . . 240885 ' Parcel Number . . 23.19.30.5-0000-0440 Alternate location ID Location address . 166 VENETIAN BAY CIR Primary related party Type information, press Enter. Special Sequence Code(F4) App Free -form information Date notes 1.00 PLZN BP NO TWO STORY BUILDINGS PERMITTED ON LOT 91202 Y 2.00 CSVC UT LOT 44 ************ 0U T3.00 CSVC UT SW DEV FEE 7 WA DEV FEE 5 U4 4 0 CSVC UT BP04-7 5 PD 1- - 4 SEE REC 4 04 5.00 CSVC UT 3 4"WA METER SET FEE 19 .00 PD -8-04 10904 b CSVC UT RE—C-fT4 8 1 10904 7.UU 77 QUO More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPEC TTID' SINGLE FAMILY RESIDENCE***.% ' ' ' 04/29/04 DATE: PERMIT #: 04-735 G 8Wry LA E® ADDRESS: 166 VENETIAN BAY CIRCL`? o C iuvwVENETIANBAY ® , m c cu T 'Z Cc: CONTRACTOR: MORRISON HOMES U PHONE #: DANNY 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works wtilities Ll Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 4/29/04 16:48:43 Location ID . . . 240885 ' Parcel Number . . 23.19.30.5-0000-0440 Alternate location ID Location address . 166 VENETIAN BAY CIR Primary related party Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 PLZN BP NO TWO STORY BUILDINGS PERMITTED ON LOT 91202 2.00 CSVC UT LOT 44 ************ 9U4 100 CSVC UT SW DEV FEE $1700.00 WA DEV FEE 5 TO70-4 4.00 CSVC UT BP04-7 5 PD - - 4 SEE REC46481 10904 5.00 CSVC UT 3 4"WA METER SET FEE $190.00 PD 1-8-04 10904 6.M CS -VC UT REC 4 1dDT4 7.00 8.00 T7U 10.E Special notes Y More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) April 16, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 44 Venetian Bay, 166 Venetian Bay Circle w— 13j To Whom It May Concern, The finished floor elevation of the structure located at: 166 Venetian Bay Circle, Sanford, Florida 32771 Legal Description: Lot 44, "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 & Associate c. aQ C i/1'1 Darae L. Przemieniecki S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1 - 7. O.M.B. No. 3067-0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION Forinsurance 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. I Company. NAIC'Number 166 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 44 ," 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 COMMUNITYNAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISEDDATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 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, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 15 .3 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 0 o d) Attached garage (top of slab) 15 .0 ft.(m) E LU CD o e) Lowest elevation of machinery and/or equipment servidng the building (Describe in a Comments area) 14 .7 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 14 .6 ft.(m) Z.2) o g) Highest adjacent (finished) grade (HAG) 14 .7 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) 1. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATI This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 gt TQR DATE TELEPHONE n n _ , n... n 1 . 4-16-04 407-788-8808 Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. y Policy Number 166 Venetian Bay Circle' CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. 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 ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3,h and C3.i only), and Efor Zone A (without a FEMA ssued or community - issued BFE) orZone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE 1111i LA Q1i69 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 COMMENTS DATE Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx .Issocia es -fnc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member ofthe Florida Surveying and Mapping Society and American Congress on. Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 34°19'35" 75.00' 44.93' 23.16' 44.26' S 72°44'50-W C 2 89°54'55" 50.00' 78.47' 49.93' 70.66' S 44°57'10"W LINE BEARING DISTANCE L I N 32°10'00"W 29.11' L 2 N 89°54'38"E 60.00' L 3 S 89°54'38-W 2.25' WOLFER'S LAKE VIEW TERRACE 7.51PLAT BOOK 10. PAGE 66 76 L2 6' BRICK WALL—, FD 8' 0/5 I n O I LVI Y Y 0 A- GRADING N 10.0 7.088 SO. FT. to 18.0' LANAI o 22.0' 1971) BROOKWOOD II ELEV. A.B.0 & D SINGLE FAMILY RESIDENCE 3 FIN. FL. ELEV: 15.3 W I N n o LU zwLOT43Nroww N wQ Ln N ? O wa o Ln > p O 7.0 O J 3zI0.0 13.0.10 o O FD 8'1 0/S 0 O O ul 20.0' 1_10.0 J (0 o,', SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 60' Note: Bearings shown hereon ore referenced to the C/L of VENETIAN BAY CIRCLE as being N 89°5438"E. Vertical datum 1s based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. LOT 45 CITY OF SANFORD LEGAL DESCRIPTION Lot 44. " V E N E T I A N BA Y " according to the plot thereof as recorded 1n Plat Book 63. of pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Porcel shown hereon lies within Flood Zone 'X. according to the Flood Insurance Rate Map Community Panel Number601202890035E.Doted 04/17/95. City of Sanford. Community Number 120294) 0 3. 0. 2' 0. 3* u- N 13. P.c.P. N 89' 54738 "E 64. 00 ' P.cP. \ REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT F " PRIVATE ROADWAY I P.C.P. General Notes: Legend 1. This is a BOUNDARY Survey performed in the field on LJ 0 Temporary Benchmark CVS O.R.B. Offset Official Records Book 2. No aerial, surface or subsurface utilityinstallations, underground improvements orr9P assumed datum) PB 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. GL d Centerline Central or (Delta) Angle PCC. Point ofCompound Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approvedYPP CALC Calculated P.C.P. Permanent ControlPoint Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing PG. P.R.M. Page Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord p/L Property LinetemporaryBenchmarkshownhereon. 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 - 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 b this office. Y Fin.Fl. Elev. Finished Floor Elevator PRC. PT. Point of Reverse Curvature Point of Tangency6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial line a Denotes %"Iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. LB Licensed Business R/W Right-of-way O Denotes P.C.P. (Permanent control point) LS. Mea Land Surveyor Measured TBM Temporary Benchmark Denotes Permanent Reference Monument N/D(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) CertiWciltion: Not valid without the signature and the original raised seal of a Flod#a licensed Surveyor and Mapper This s r ymeets the requirements ofthe Florida tnimum Technical15narsalcontainedinChapter61G17-6 FFgdiAdminlstrative Code. X/V/v Uww L4 ( rI William A. Herx, P.L.S. Florida Registered land Surveyof No. 3162 Darae L. Przemienleckl, P.S.M. Registered Surveyor and Mapper No. 603Q William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 R 1 5 200, Herx & Associates Inc., State of Florida LB 4937 N Drown by: AH Checked by: OP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1'- 30' Plot plan performed: 10-10-03 Foundation Survey: 01-21-04 Final Surv0y: 04-14-04 Revisions . 10-03-203 9:04AM FROM P. 2 Permit # : !f Job Address: CITY OF SAdIIFORD PP,RMrr APPLICATION Description of Work: Historic District: Zoning: Value of Work* Permit ,Type: Building Electrical Mechanical Plunlbiug Fire Sprinkler/Alarm Pool Electrical: New Service. — # of AMPS Addition/Alteration Change of Service Teraporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. R.equircd) Plumbing/ Ncw Commercial; # of Fixtures # of Watcr & Sewer Lines # ofGas Lines Plumbing/New Residential: # of WaSer Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential V Comimcrcia] Industrial Total Square Footage: Cunalruclion Type; # of Stories: —/— # of Dwelling Units: Flood Zone: (FEMA form required fur other than X) Parcel N: -- Ow •rs Numc & Ar La4r Co ac or Nau+e & Phone & Fix: Bundiag Company: Legal pescriptiou) Address; --- -- Mortgage l.eoder: Address; , ArchitecdEugiueer: Address, Phone: Fax: 051 Application is hereby made to obtain a permit to do the work and installations asindicated. I certify that no work or installation hascommenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. 1 understand that it separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HF..ATERS, TANKS, and AIR CONDITIONERS, etc, OWNER'S AFFIDAVIT: l certify that all of the foregoing information is accurate and ¢tat all work will be done in compliance with all applicable l;tws rr.t ulaiim; construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 1N Y UI111 1'A1' ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCFMf:iNT. NOTICE; In addition to the requiremenrS of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, st3tc agencies, or federal agencies Acccptanca of permit is vorif+carion that 1 will notify the owner of the property of the requirernenu of Florida Lien Law, FS y 13. Signature of Owner/Agent Date Signature of Copt actor/Agent Datc Print Owner/Agent's Name Signature of Notary -State of Flonda Owner/Agent is _ Personally Known to Me or, Produced ID APPLICATIUN APPROVED BY: Bldg: Initial & Date) Special Conditions; Print Contract gent' Date natu 0 Mary -State of Florida 4et o4l Stephanie Womack My COMMISSiOP y , 12714Contractor/Agcnt is , 4o tall Known w McpProduced1Dxpn's June 01. 2rxta Zoning: Utilities: _ FD: Initial & Dale) (Initial & 03to) (Initial & Date) Permit # Job Address: I Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Zoning: Value of Work: S Permit Type: Building Electrical L--" Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 1,519 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. PIumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ' Commercial Industrial Total Square Footage: Construction Type: I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel # Name & Address: Name & Address: Phone & FaV._—JjQJL Bonding Company: Address: Mortgage Lender: _ Address- Architect/Engineer: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Attach Proof of Ownership & Le 1 Description) Phone: —_/` 6^ State License Number: d C)o' S Contact Perso Phone-_ Phone: Fax: Acceptance of permit is verification that I will notify the owner of the property ofthe requireme is oi a Lien Law, FS 7 Signature of Owner/Agent Date Signature of con or/ ent Date Print Owner/Agent's Name. Print Co tra or/Agent'sNalne Signature of Notary -State ofFlorida Date Signature of Notary -State of Florida Date 0 Jennifer Almodovar res My Commission DD272809 Contractor/Agent is _ Personally Known toe ExpiDecember 07 2007 Owner/ Agent is _Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Zoning: Utilities: rtr Initial & Date) (initial & Date) (Initial & Date) Special Conditions: F'er3oit _ s- n Tj lu Job Ae dress: v ell Fii toras` IJistiricSi cttlist¢ 'a-rxue of r!ar d_ Permit Type: Bkxild:i-ng ti' — - - -- Fla ti?'tx>g lestricatl: tde+ Service - o¢,g P Additi® ilfs3Iv0vn Charge va 5'4; rsT.e t ern rAL7, y Vole meshgn4e2, Residential ' Non-Residenziat 3aepla tlerlS tieav r; yoetS R„ C ic4 Re t r t) Plumbinrl Nevy commercial. tt Of'FistteR. of Ware apt Seabe, Linw. m, &w Li;ies. Plumhin"evb Ressidentizi- of WjteT C'vsets Piattrlfiiet a iair- esicien al or Co._ rer21 - _-.._ OcsLp,ancy Type: Resider±tial Corrirnerctal 1rdus-6 ial Tstd3-14teare i~sadage: Construction Type: ? of Stories: >t of Ilrrelliq uhlb: ) Yoeisl 7,rt`ste: (F,-F IA fount eeo0rcd for c tGr'. ' Clzr,ri } Parcel #: Afaach Fraoiof Llvrncrstatp c4 ti,sgal Description) Owners Nzme. Address: Phone_ Bonding Company: Address: blorigage Lender: Address! ArchitecJEngineer Address: - Phone' Far:' RULifii! Apalica.tion is hereby made to obtain a. pernut to do the work and installations as indicated. I ce:ify that no work or insiallaion has conut'tenc:ed prior to theissuance' of a permit and that all work will bu' petio„ ..d to „ t standards of all laws teplat'ing,eonistiatsion in this jurisdiction. I understand !hat a, separate permit must be secured for. ELECTIR-ICAL WORK, PLUMBU-4G, SIGNS, WELL5, POOLS, FURINACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAV IT: 1 ceriffj That all of the fo cgoing info-r tion is a"wzte and that aH work "li be construction and iotiing. WARNEYG TO OWNER: YOUR FAILUPE 710 RECORD A NOT"iCE OF CON iWICE FOR UYIPROVEMENTS TO YOUR. PROPERTY. IF YOU IN itND TO OBTAIN MAN G, A?TORNEY BEFORE RECOR-DING YOUR NOTICE OF COMIvIENCEIVIENT. NOTICE: Li addition to the requirements w this per-ig, there am-aybe additional restrictions pplicabi this county, and there may be additional permits required from other gove,ntrtental enie z a Acceptance of permit is verification that I A61I notify the owner of the property of e re •nts of Signature ofOwner/Agent Print Owner/Agent's Name Dale' Signature of Notary -State. of Flonda Date Owner/Agent is Produced ID Personail., Kno%\n to Me or APPLI('Al ION APPROVED 13Y: Bldg: Initial & Datej Zoning: me ift compliance with Ell applicat lr l .wr i r f d :ring IE EI IEidT <' IcESU 'F' t7t? 1 () i il'i I,/ TifIG dSULT' .I YQi•I NDER OR A3\1 ro 'lly th ., y found in dic'' pubii . ord_s of em , tstricts late agencies, of cat ageacies- LierT n;w, F I FEB 2 3 Z004 Signal of C•oncactor/Agent Date ERT G. DELLO BUSS Pr t Con tr- aactor Agent's Na Signature!of Ko-v-State of Flonda Date Contractor/Arc-.i C_ Personal,., Known to Me or Produce',: ;J Initial & Date) Initial K Date) (1wilia &IDa ppY, PUB .• MIRINDA C. TURNER MISSION:: EXPIRES: June 14, 2007 ais °P' - Bonded Thru Notary Public unuanwriters COUNTY OI [MINOLE IMPACT FEE STATEMENT ISSU[D BY CITY OF SANFORD STATEMENT NUMBER 1O4-75813 DATE: BUILDING PERMIT N B : (CITY COUNTY NUMBER: UNIT ADDRESS: _/___/{'/ TRAFFIC ZONE: JURISDICTION: 06 CITY-OF-SANFORD--_-' SECx ___ TWP: _ ____ PARCEL: SUDDIVISION: ` TRACT: ------ --'--' 4 PLAT BOOK: PLAT BOOK PAGE: BLOCK: ONN[R NAME: y/ ADDRESSR APPLICANTAPPLICAAT NAPE! ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction E[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS RQADS 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 AHOUNT DuG/ 2,205.00 STATEMEHT ^ / RECEIVED BY: SIGNATUREA//----------------------------- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY -RESULT IN YOUR LIABILITY FOR THE FEE. *=* DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY 0TE** 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 7HE RECEIVIN8 SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T|lE CQUXTY 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 AVEHUF SANFORD. FL 33771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*W* FAMILY BUILDING Herx & Associates Inc. L a n d S u r v e y i n g 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 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 34°19'35" 75.00' 44.93' 23.16' 44.26' S 72'44'50"W C 2 89°54'55" 50.00' 78.47' 49.93' 70.66' S 44°57'10-W LINE BEARING DISTANCE L I N 32°10'00"W 29.11' L 2 N 89°54'38"E 60.00' L 3 S 89°54'38"W 2.25' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 7.51 L 2 r 7.6' 6' BRICK WALL SET 8 "OFFSET O V O LOT 44 a A" GRADING N 0.0 7.088 SO. FT. io. 18.0' LANAI o 22.0' LOT 43 N Ln O 0 O O z 10.0 1971) BROOKWOOD 11 ELEV. A.B.0 b D SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15.2 o ro o El 70'D 40'W 10 SET 8' OFFSET Max Coverage - 62 SETBACKS: Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 45Y Minimum Lot Width 60' LOTTCFT IMPERVIOUS AREA-3.219 SO.FT. O Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being N 89°54'38"E. Vertical datum is based on NGVD per Engineering Z construction plans by Neal H i I I e r Engineering. Inc. ZE Job Number 2001. w ww LOT 45 N wQ awe U) > o O = CITY OF SANFORDo Op 3 LEGAL DESCRIPTION- Lot 44. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. m 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 Mop Community Panel Number60' "' 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) L3 n o o N 50' I P.C.P. P.c.P. N 89°54 38"E 64.00'. P.c.P. \ REFERENCED BEARING CIL VENETIAN BAY CIRCLE R/W) TRACT "F " PRIVATE ROADWAY General Notes: P90POSED1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. 0 Denotes %" Iran rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Legend Temporary Benchmark O/S O.R.B. Offset Official Records Bookassumeddatum) PB Plat BookBOWBackofsidewalkPCPointofCurvatureCiLCenterlinePCC. Point or Compound CurvaturedCentralor (Delta) Angle P.C.P. Permanent Control PointCALCCalculatedPG. PageCBChordBearingRP..R. M. Permanent Reference Monument CD Chord PrL Property LineC.M. Concrete Monument P•0.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALEL. Elevation (Measured) P.1. Point of IntersectionFD. Found PRC. Point of Reverse CurvatureFin.Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial LineLArcLengthRES. ResidenceLBLicensedBusinessRIWRight-ol-WayLS. Land Surveyor TBM Temporary BenchmarkMeaMeasuredTYRTypicalN/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor an r This survey meets the reguiremen of the F rida Minimum Technical 7r, ds; as contained in Ch r61G17- lorida Administrative ode. Sketch of Legal Description Orrntornto kA This is not a Survey William A. Herx, P.L. S. Florida Registered hnd Surveyor No. 3182 Darae L. Przemieniecki, P.S.M. Registereq Jurveyorand Mapper No. 6030 William R. Herx, P.S.M. Registered Surve and Mapper No. 6092 Herx 6 Associates Inc., State of Florida LB 4937 Drawn by: AH Checked by: DP Prepored For: MORRISON Job Number: 02-017-02 Scat* : 1 30' Plot plan performed: 10-10-03 Foundation Survey: FinoI Survey: Revisions . Herx & Associates Inc. L a n d S u r v e y i n g 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 Surve CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 34°19'35" 75.00' 44.93' 23.16' 44.26' S 72°44'50"W C 2 89*54*55" 50.00' 78.47' 49.93' 70.66' S 44°57'10"W LINE BEARING DISTANCE L I N 32°10'00"W 29.11' L 2 N 89°54'38'E 60.00' L 3 S 89°54'38"W 2.25' LOT 43 WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 L2 LOT 44 0 A- GRADING N 10.0 7.088 SO. FT. 10.0 18.0' LANAI 1-0 o N N Ln O O O z 10. 22.0' E• 1971) Lr1 BROOKWOOD 11 ELEV. A.B.0 6 D 2 SINGLE FAMILY RESIDENCE W FIN. FL. ELEV: 15.2 W 7 o LU woZ N wQ N zQ— wQ Ln > o 70'D 40'W O — a 13.0'`O o 3 20.0' 10.0 V) ro SETBACKS: Max Coverage - 62 Front 25' Rear 20 SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 45Y Minimum Lot Width 60' LOT S0. FT. IMPERVIOUS AREA-3.219 SO.FT Note: Bearings shown hereon are referenced to the CIL of as being N 89°5438'E. Vertical datum Is based on NGVD per Engineering construction plans by Neal H ill e r Engineering. Inc. Job Number 2001. LOT 45 CITY OF SANFORD LEGAL DESCRIPTION Lot 44. " V E N E T I A N BA Y according to the plat thereof as recorded in Plat Book . at pages - of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X 1 according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) L3 P.c.P. N 89° 54 38 "E 64. 00 P.C.P. \ REFERENCED BEARING R/W) TRACT "F " PRIVATE ROADWAY General Notes: Proposed1. This is a BOUNDARY Survey performed in the field on p 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 once. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Legend a) Temporary Benchmark O/S O.R.B. Offset Official Records Bookassumeddatum) PB Plat BookBOWBackofsidewalkPCPointofCurvatureCILCenterlineFCC. Point of Compound CurvaturedCentralor (Delta) Angle P.C.P. Permanent Control PointCALCCalculatedPG. PageCBChordBearingP.R Permanent Reference MonumentCD7hord - R .M. P/L Propedy LineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALEL. Elevation (Measured) p 1 Point of IntersectionFD. Found PRC. Point ofReverse CurvatureFin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency1. P. Iron Pipe R Radius1. R. Iron Rod RAD Radial LineLArcLengthRES. ResidenceLBLicensedBusinessRyRight -of -WayLS. Land Surveyor TSM Temporary BenchmarkMeaMeasuredTYP. TypicalN/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and M per Drown by : AHThi -4urvey meets the requirements o/ he Florlda Minimum Technical Stan a' s as contained in Cha r 17-6 loriciaAdministrative Code. Checked b y : DP Prepared For: MORRISONSketchofLegalDescriptionJobNumber: 02-017-02 9XLThis is not o Survey scale : 1"- 30' William A. Herx, P.L.S. Florida Registered La Surveyor No. 3182 Plot plan ' p e r ro r m ed : 10 - 10 - 03 Darae L. Przemieniecki, P. S.M. Registered S eyor and Mapper No. 6030 Fo u n d a f i o n S u r v ey : William R. Herx, P. S.M. Registered Surveyor nd Mapper No. 6092 Final Survey: Flerx 6 Associates Inc., State o/ Florida LB 4937 Revisions Herx & Associates Inc. L a n d S u r v e y i n g 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 Surve CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 34°19'35" 75.00' 44.93' 23.16' 44.26' S 72°44'50"W C 2 89°54'55" 50.00' 78.47' 49.93 70.66' S 44°57'10"W LINE BEARING DISTANCE L I N 32°10'00"W 29.11' L 2 N 89°54'38"E 60.00' L 3 S 89°54'38"W 2.25' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 L2 LOT 44 0 A" GRADING 10.0 7.088 SO. FT. 10. 18.0' LANAI o to O LOT 43 N Ln O 0 O O z 10.0 o n 22.0' 1971) BROOKWOOD 11 ELEV. A.B.0 6 D SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15.2 M o M 0 Ln N El 7o'D 40'W 7.0M O 13.0' o 0 20.0' 10 SETBACKS: Max Coverage - 62 Front 25' Rear 20' SITE DATA rd Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 45% Minimum Lot Width 60' LOT S0-FT. IMPERVIOUS AREA-3.219 SOFT 00 Note: Bearings shown hereon are referenced to the CIL of as being N 89°5438'E. Ln Vertical datum Is based on NGVD Per Engineering Wconstruction plans by Neal H i I I e r Engineering. Inc. 2 Job Number 2001. w ww LOT 45 N wQ N r zQ— wQ Ln > o O O o CITY OF SANFORD J J Op 3 LEGAL DESCRIPTION.' Lot 44. " V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book o at pages - 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 60' 120289 0035E.Doled 04117195. T. ( City of Sanford. Community Number 120294) IL C) o o Ln N CIL 50' I P.C.P. i 3 — — e P.c.P. N 89°54 38"E 64.00' P.c.P. \ REFERENCED BEARING \ R/W) TRACT "F " PRIVATE ROADWAY General Notes: Proposed1. This is a BOUNDARY Survey performed in the field on p 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. o Denotes %" iron rod with yellow plastic cap marked L84937 or LS3182, or iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Legend m Temporary Benchmark O/S O.R.B. Offset Official Records Bookassumeddatum) PB Plat BookBOWBackofsidewalkPCPointofCurvatureCILCenterlinePC. Point of Compound Curvature dCentralor (Delta) Angle P.. C.P. Permanent ConholPoint CALCCalculatedPageCB Chord Bearing RRPG. R. P.R Permanent Reference Monument CDChordP/L Property Line C.M. Concrete Monument P.O.C. Point of BeginningEL. or ELEV Elevation P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. FoundPRC. Point of Reverse Curvature Fin.Fl. Elev. Finished Floor Elevation PT Point of Tangency I.P. Iron Pipe R Radius I.R. IronRod RAD Radial Line L ArcLengthRES. Residence LB LicensedBusinessF?1W Right -of -Way LS. LandSurveyorTBMTemporaryBenchmarkMeaMeasuredTYP. Typical N/D(N6D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and M per Drown 6 y : AH T r survey meets the requirements of he Flor a Minimum Technical Checked b y : DPStandards ascontainedinChar17-6 onda Administrative Code. Prepared For: MORRISON Sketch of Legal Description Job Num60r: 02-017-02 Lo LJ"- This is not a Survey Scale I'- 30' William A. Herx, P.L.S. Flonda Registered La Surveyor No. 3182 Plot p l o n ' p e r f o rme d : 10 - 10 - 03 Darae L. Przemieniecki, P. S.M. Registered S eyor and Mapper No. 6030Foundation Survey: William R. Herx, P.S.M. Registered Surveyor nd Mapper No. 6092 Final Survey: Herr d Associates Inc.. State of Florida LB 4937 Revisions CURVE C I C 2 LOT 43 Herx & Associates Inc. L a n d S u r v e y i n g 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 Surve DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING 34*19*35" 75.00' 44.93' 23.16' 44.26' S 72°44'50"W 89°54'55- 50.00' 78.47' 49.93 70.66' S 44°57'10-W LINE BEARING DISTANCE L I N 32°10'00-W 29.11' L 2 N 89°54'38-E 60.00' L 3 S 89°54'38"W 2.25' WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 L2 LOT 44 0 A- GRADING N 0.0 7.088 SO. FT. 10. 18.0' LANAI o 22.0' 1971) BROOKWOOD It ELEV. A.B.0 6 D SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15.2 N El Ln O o tJ 70'D 7.0 40 w 0z10.0 13.01- o 20.010. 0 SETBACKS: Max Coveroge - 62 Front 25' Rear 20' SITE DATA rd Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 45% Minimum Lot Width 60' LOT S0. FT. IMPERVIOUS AREA-3.219 SOFT. 0 Note: Bearings shown hereon are referenced to the CIL of as being N 895438"E. Vertical datum is based on NGVD per Engineering Z construction plans by Neal H i I 1 e r Engineering. Inc. w UJJob Number 2001. w ww LOT 45 N wQ N z a— wQLn > o O J CITY OF SANFORD OJ 3LEGAL DESCRIPTION: Lot 44. " V E N E T I A N B A Y " o according to the plat thereof as recorded in Plat Book N I m at pages - 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 60' 120289 0035E.Dated 04117195. City or Sanford. Community Number 120294) co CIL 50 ' I P. C.P. L3Ln vim P. c.P. N 89' 54 38 "E 64. OO P.C.P. REFERENCED BEARING R/ W) TRACT -F " PR I VATE ROADWAY General Notes: Proposed 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of recordwhether 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. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or 34" iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seal 01 a Florida licensed Surveyor and M per T7, 34urvey meets the requirements or he Flo a Minimum Technical Standards as contained in Chanter 17-6 orida Administrative Code. Legend m Temporary Benchmark assumed datum) BOW Back of sidewalk C/ L Centerline d Central or (Delta) Angle CALC Calculated CB Chord Bearing CD Chord C. M. Concrete Monument EL. or ELEV Elevation FINAL EL. Elevation (Measured) FD. Found Fin. Fl. Elev. Finished Floor Elevation I. P. Iron Pipe I. R. Iron Rod L Arc Length LB Licensed Business LS. Land Surveyor Mea Measured N/ D(N&D) Nail and Disk N. R. Not Radial t Sketch of Legal Description vwm t MI This is not a Survey William A. Herx, P.L.S. Florida Registered LaASurveyor No. 3182 Darae L. Przemieniecki, P.S.M. Registered Sfqkeyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surveyor Zrnd Mapper No. 6092 Herx 8 Associates Inc., State of Florida LB 4937 O/ S Offset O. R.B. Official Records Book PS 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. 1. 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) Drown by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plot plon'perrormed: 10-10-03 Foundation Survey: Final Survey: Revisions . MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05112 FIG 0601 CLERK'S # 2003210482 RECORDED 11/25/2003 88:08:@6 AM RECORDING FEES 6.01 Permit Number: Wk-1;ORD1 D 8Y L McKinley Prepared By Daphne Clark CERTIFIED COPY and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 CLERK OF IR A. CIR t RSE CLERKLERK !T CIOURT 6E i C RIDA NOTICE OF COMMENCEMENT. WUTY CLER13 State ofFlorida. County of Seminole. NOV 2 52003 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description 4VE L BAY, according to the plat thereof, as recorded in Plat Book 63,, Pages 8448, of the public records of Seminole County, Florida. j Street Address /tO lorida. _Sanford, FL 2. General description of improvements New single family residence Owner information: Name Morrison Homes Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other.documents.may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement: One year from the date of recor ing. Date Signed: / d Signature of Owner's Agent, Maria Lisa Steiner: VV Sworn to and subscribe re me this by Maria Lisa Steiner, who is personally known to me. MY COMMISSION 1 DD 214811 Signature of Notary: Notary Seal: * * EXPIRES: June 27, 2007 l4fEDFF<\O' Bonded Thru By ptMOt7/ SifVIC88 LIMITED POWER OF ATTORNEY DATE: q" I HEREBY NAME AND APPOINT: _ DAPHNE CLARK, 4 cr. GUSTAV BOTES, EACH AN AGENT OF: MORRISON HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERF RMED AT LOT NUMBER : SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONTRACTOR. SIGNATURE OF CONTRACTOR.) STATE CERT. # CR-0041929 THINGS THAT ARE NECESSARY CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: Y G BY: MARI I A VEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. aiYey' •., LIANA EMIRO MY COMMISSION # OD 237775 o EXPIRES: August 3, 2007 t%pf 1'. Bonded Thru Notary Public Underwriters . SIGNATURE OF NOTARY: NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel N http://www.scpafl. org/pls/web/re_web. seminole_county_title?PAR... PARCEL DETAIL Seminole County r»perly 'rararr r/e7 ctr I lot E_ Firm M, Sanford F1.31771 40 *74%f,6-?.4%1NS w Parcel Id: 23-19-30-502-0000-0440 Tax District: S1-SANFORD Owner: CENTRAL FLA DEV Exemptions: PARTNERS LC Own/Addr: #200 Address: 1053 MAITLAND CENTER COM BLVD City,State,ZipCode: MAITLAND FL 32751 Property Address: Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL t < Back G Jl- s 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vacllmp 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 44 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax . purposes. Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 11/21/2003 2:07 PM CITY OF SANFORD PERMIT APPLICATION I71eal =,- - - ' Permit # : V Job Address: Q Description of Work: Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) e Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of /Water Closets Z Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: 26 • Construction Type: GM # of Stories: # of Dwelling Units: _ Flood Zone: X (FEMA form required for other than X) Parcel #: 23—/ / ! V — 6-O`- 0000— O y!._ O (Attach Proof of Ownership & Legal Description) Owners Name & Address: b0ct/11/1/7W 441L,4: 4w ^/! IL/ Jp. JPhone: W / bG7 vv Y1g/ ! Contractor Name & Address: 114 UJI% 5 /AeR / ,y 04: SOI% // 1t S p 4ddl- ei C lvar_ A -7 / - State License Number: CR G / / c Phone & Fax: 6 007 07 r SI t Contact Person: 0410 + UAAC Pho.e`4,:2 7 140 Bonding Company: / yf'+ Address: ,VA Mortgage Lender: 4 Address: N / Architect/Engineer: / / Cd AIC, Phone: 4 Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate 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 NOTIC; OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water myTgement districts, state agencies, or federal agencies. that I will notify the owner of the property of the req Signarure(oOwner/ Agent / Date M tte t- J17A) c^.r 5 Print is Name z . Q 52 ate z o ojignatua of Notary -State of Florida UJ r ... M m Owner/Agent is Personally Known to Me or t, to v46 Produced ID NA W APPLKATION APPROVED BY: Bld_c:ll` IZoning: 61 (Initial & Date) Special Conditions: iremeJs f or da ''LawFS r N N va Y / G 0SignatureofC ntractor/Agent Date a m YAP s7E/(1EX. yLLl Print Contr n ' Name oL Z r U w n' Signature o - tate of Florida f Date 10 o\\r is PersonallyKnownto Me Contractor/Agent or ProducedID4JA Utilities: FD: Initial & Date) ( initial & Date) ( Initial & Date) 5515. TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z21857F Address 1 VENETIAN BAY Address 2 LOT 44 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120MPH ASCE 7-98 y SMYTH LUMBER Co. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal Date: 09-Oct-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R-1 H1 R-2 H2 R-3 EJ7 R-4 E2 R-5 CA R-6 CJ3 R7 CJ3(STUB) R-8 C4 R-10 CJ5 R-11 CJ5(STUB) R-12 R-14 R-15 R-16(2PLY) R-20 R-21 R22 R-24 R-25 R-26 R-27 R-28 V1 V2 V3 V4 V5 V6 V7 39 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers ZZ 0" 16 0' DTI—'I A 7 LE H F-7 F-A T a JZ' 0•/ vVAtk-TFf., J,.-, F-I I0 0' F-Z 70 X, ZO 0' F--4 F-10 10 q 1" 1:BL-11,16 HT 0 0* F-H w T F - 20,1 1MEI ffTO 'T TO" FL, HT F-Iv 2-F[-1). •RIM 0 W/d L- TV"L-L- T 0 FL HTI' " HT H_ TO IZ 0' FL-. HTe4NL0WALLTO T, THEN KINEE"LLII- IF-Z5 T, 7 T7, TO 3 IZ 0' FL- HT 4F A A N ZO 0, 40 T. William M. Ranieri. PE The Truss Engineers seal, when applied, confirms the placement of the Miss framing as itrelatestothetrussdesignsspecificforthisstructureThetrussframingisbaseduponthe review of plans, drawings and specifications provided by the building design professional. The building des professional has final approval ofthe truss framingand/or truss placement Ian, design desipnof the temporary and permanent bracing, the diaphragm system, shear walls structure elements to resistlateral loads from wind and/or seismic activity Is theresponsibilityofthebuildingdesignprofessional. Additional approval by the building designprofessionalshallInclude, bu not be limited to, design loading, lengths, profiles, pitchesanddepths. Izo 01 W, FAISEP -EFL-5 I, A6Kr Ol I FLOCK - FKAME WALLS MYTH L-UMDEF GO, FOOF TFUC5`;, P1V1t)1o1\1 Z722 ` SOLJTH AFOFKA, [,`L-VP. A1` 01`KA, FL, 32703 of 4uthori.-1,Tliori qZl,,, 1) IT , THE !TUPEFS FEYO,rSftffY TO VEFFvTFLI`,S FLACENEWT FI-Al I All' T, I',5 I)E5614 MAWF I,S A6ANT FIELD O,PT1014' 7 4141 PE -Ai] LATENT IFEPEFEI,k; E. ',,EGTk-41 fA 11) A"/Tn i+m) AFFFOVEP. F14W ( FF.'NT) Wl"'C' ---------- ----- PATE ---------- ---- 711— tfl, MIST WIT PEE Cl IT OF AL TEFEr, II & Tlv W WITHOUT FTk)F ALiTW9ZATIMI E', 'W I TH Tll, 50krA1tf Tn 1 , THATAFE CUT Or, ALTEFE11 VITRAIT ALITI- IllnZATION WI-1, rf Ffffffffl OF, FCFLACEP AT GLSTOI,FF5 EXFFJff DACT, 'HAQf5 Of AM IJV WI-1- NOT fE 1,0, PEFEP WITTULIT PFOK FEVIEW ATC uTITTEN GO145ENT DY 4A,TH Tn. G rFAN, PETAI[-`-, 0 FEfEF TO Hie" 11 MECOI. IEI,IPATIOI S f(T HAJAMW, IJ TAL ATIO,% AW TEWO.AF) EITACNC) FEFEF TO EW4 EEFEP PF.AWT4C,5FIT FEMAkIENT MACH FELMEO z 1 ALL 'FT —,ES `1,rUN% Tn-`?-CS RIM VALLi', FrAuK,, MIST CC C(%fI-ETEY r-E(AEP OFFEFEF TO V61-1-U TFL15S f Al- S FtF ALTUNATE ALL VALLE. F TO DE Q'INE1471,f]ALL, 11 HANGERLEGEND ALL 111OF 1171-11143117^ TO 11 FUSZ,. IT I ILF 4,Al`TT-'W,) TW 16 LA,Lff55 1,10TEP OTI-EFWE SIMPSON I USIP (KANT-SAG) JP - HUS26 OR THD26 T- HHUS26- 2 OR THD26.2 HHUS28-2 OR THD28.2 61 - HHUS48 OR THD48 Ili,. HGUS26. 2 OR THDH26-2 IF, HGUS28- 2 OR THOH28-2 4- HGUS28- 3 OR THDH28-3 SUUR210 OR SKH21OUR HGUS48 OR THDH48 IS`- THA 422 OR MSH422 lip- THAC422 OR MSH4221F P. HUC410 OR HD4101F k, - THJA26 OR HJC26 Z21857F - Z21857F - R-1) ~ THIS DWG PREPARED AOM COMTTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR}. TOP CHORD 2x4 SP #k2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP #k3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X8 (B5R) 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= UAO— -"I... 2 X 4 III 3X6 (Al) 1-4-0 1-4-0 20-0-0 20-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.00 OTY:8 FL 1 - R - Scale=.1875" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T c L L 2 0. 0 P S F R E F R 3 5 2-- 9 3 1 7BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 603 D'ONOFR IO DR., SUITE 200. MAOISO N, WI SJ719). FOR SAFETY PRACTICES PRIOR TO "OF C'•. I, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED : ,•. T C D L 7. D P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. RooFTRussDrv s1oN "IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSF DRW SLTUSR352 F RODUCTS. INC. SHALL NOT BE RESPONSIBLE fOft AN DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND t B C L L 0.0 PSFF S L T - E N G W M RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE: ,• 407-2997522 VVV 'oR OPTOT.LD. 37.0 PSF SEON- 13306 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER n•'... •..••''• PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S`r`"fVA< D U R . F A C . 1 .2 5 FROM S F RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORZITION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. May 23 SPACING 24.0" JREF- 1S30352_ZO2 IzIdt)/f — LL1255/t - K -CJ Inla UWU VKLFAKtu rnuin t,vmvuItrc l(NruI (LUAUS $ UIMrINJlund) )UDrlll ICO of IrcvJJ Pirrc. TOP CHORD 2x4 SP #2 120 MPH WIND, 14.07 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. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8(B5R) 1-4-0 ty IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 2 X 4 III 5X6= 5X6= 3X8 2.5X4 2 X 4 111 6 r— 1 6 5X6 % 5 X 6 3X8= 5X14 = 2-8-0J 2.95 2 X 4 III 9-4-0 6X8 6X8= 2X4III 2 X 4 III 3X6(Al) 1-4-0 r 19-0-0 1 2-0-0 19-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports J R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI95 R Desi q n Crit: TPI STD FLBC 6.10 OTY:2 FL - 1 R - Scale=.1875" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INAND 'M` M e T C L L 20.0 P S F R E F R 3 5 2-- 9 31 8 BRACING. REFER i0 HIB-91 (HANDLING INSTALLING AND BRACING,). PUBLISHED BY TPI (TRUSS PLATE -` -W`' ,1AAi/j-- INSTITUTE. 583 D'ONOFRIO DR., SU I7E 200. MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO V ••. V PERFORMINGTHESEFUIICTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED , ( C,q•,• T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : (A . ROOF TRUSS DIVISION `*IMPORTANT'"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 10.0 PSF DRW s rusR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIf,N; ANY FAILURE TO 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 7C ! BC L L 0.0 0P S F S L T - E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF / SPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE 4O7.299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .S i ` j / T 0 T . L D . 37.0 P S F S E 0 N - 2703 9 FAx: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••O R,O.••• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING 1N0IC A TESACCEPTANCE OF PROFESSIONAL ENGINEERING ••• PROFESSIONALENGINEERING `ssIQNA D U R. F A C. 1 . 2 5 FROM SF RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17ATION#9218 COMPONENT FOR ANY PARTICULAR- BUILDING IS THE RE SPONSI6IL ITYOF THE BUILDING DESIGNER, PER May 23 - ftr ANSI/TPI 1-1995 SECTION 2. Y SPACING 24.0" JREF- 1530352 Z02`` uoJ7r - LCIO77r - K- 5) 1mi3 unu rntrAMtu rMum LumruIr% INFU I LUAUJ N UIrItP13iUINJ/ JUDI9II Itu 15T IMUJJ rlrIV TOP CHORD 2x4 SP #2 120 MPH WIND, 13.57 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. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X8= 5X6= 3X6% 2.5X4s 6 ( A) 6 5X62 ) 5 X 6 7X8= 2. 5X4= 5X6= 2-8 2. 95 2.5X4 III 2X4111 - I- 0 - 9- 4-0 2X4 III 7X8= 2X4 III 2X4III3X10( F1) 2X4111 3X6(Al) 1- 4-0 r 1- 4-0 y 17- 0-0 6-0-0 17-0-0 11- 6-0 28-6-0 40- 0-0 Over 2 Supports R= 1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEi INSTITUTE. 583D'ONO FRIG DR., SUITE 200. MAOI SO 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. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p'IFI ••''•' JG• NO. 42704 a T C T C BC L L D L DL 2 0. 0 7.0 10.0 P P PSF S F S F R E F R 3 5 2-- 9 3 19 S MYTH LUMBER CO. ROOF TRu55DIVISION DATE 0 5/ 2 3/ 0 3 DRWSLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 FAx: 407- 29991 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OYISIONS OF NOS (NATIONAL DESIGN CONNECTORSIAREPMADESOFD20GATASTMMA653AGR40RGALVANSTEELERE%CEPTIASINOTEDHD TAPPLYACONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. S STATE OF r S J/407-2991522 aRVID. s/ IfVA.E 00 VV wo May 23 '03 B C TOT L L L D. O. 37. 0 0 P P S F S F S L T- E N G W M R S EON27041 D U R . F A C . 1.25 FROM c J F SPACING 24.0" JREF- IS30352_ Z02 LctnDir - LclaDir - n-v) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2X4111 5X8= JAb 5X6 % 5X6 6 r ( A) —1 6 3X6= 3X6(A1) 5X6 2 8-0J2.95 B3 2X4111 + 9-4-0 7X10= — 5X6= 5X12= — 3X8(B5R) = 2X4III I' 14-2-0 1-4-0 OPTIONAL INTERIOR BEARING 1-4-0 ry I 15-0-0 _I_ 10-0-0 _1_ 15-0-0 11-6-0 28-6-0 40-0-0 Over 2 OR 3 Supports R=1561 U=486 W=8" R=1561 U=485 W=3.5" R=1561 U=485 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O NOFRIO OR., SUITE 200, MAD ISON, WI 53119). FOR.SAF EiY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES I CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE' CONNECTECT0R5 ARE MADE OF 20GA ASiM A653 GR40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER'` M eR T G(IFI(''.4r..'I f N0.42704 i e 17C jSTATEOF I. 4 O R10 T C T C BC B C TOT. L L - D L DL L L L D . 20. 7.0 10.0 0.0 37.0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 9 3 2 0 DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407.299-91 53 DRW SLTUSR352 S L T - E N G / WM R S E Q N - 40502 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILIIY AND USE OF THIS Vtl\ pv6• SPACING 24. 0" J R E F- 1 S 3 0 3 5 2_Z O * CERTIFICATE OF AUPHORPU.TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 "CTION 2. - M a y 2 3 - LL1OD/Y - LC1OJ/r - K-J In13 UWUrnCYAnCU fnum LUrIrUILn lIVYVI (LUAU) N UIMCJIJIVIVJ) OUDrIlI ICU DI INUJ3 19rn. TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X10( F1) 1- 4-0 ty' 5X8= 2X4111 2.5X4= 120 MPH WIND, 12.57 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. t CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4111 5X8= 5X6 % 5X6 6 r 6 T1 5X12 2. 5X4 2. 95 2- 8-0 1 9-4-0 2X4111 6X10= 6X8= 2X4III 2 X 4 III 3X6(A1) 1- 4-0 r I_ 13-0-0 _i_ 14-0-0 _1_ 13-0-0 _1 11- 6-0 28-6-0 40- 0-0 Over 2 Supports R= 1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 OTY-: FL 1 - R - Scale=.1875" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND ` , ' M q T C L L 2 D. 0 P S F R E F R 3 5 2-- 9 3 2 1 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE -` Pn, INSTITUTE, 583 D'ONOFRIO R. SUITE Z00. MAD I SO N, HI 53719). FOR SAFETY PRACTICES PRIOR TO -v '0.t F C'•,I, / / PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `V• T C D L 7.0 PSF FDATE 0 5 2 3 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. o 1T E RooFTRuss DivlsloN —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED { No.42704 a BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO T` p 2722SOLPPHAPOPKABLvO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 2 U C L L O. O P S F S L T- E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEpf• CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • 0 Rl .• T 0 T . L D . 37.0 P S F S EON - 26905 FAx: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n••/•/••..«..•• PROFESSIONAL ENGINEERING DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V A•1 A D U R F A C - 1.25 FROM S F RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9219 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 ANSI/TPI 1-1995 SECTION 2. SPACING 24. 0" J REF - 1 S 3 0 3 5 2 Z 0 2 1C1tS5/r - /ZlOn/r - K-0) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W9 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE TO DEAD LOAD AT X = 19-9-0. 3X10(F1) 1-4-0 r Inio unu rncrmmcu —vri vrirui[.n —rui kLVA— a uirinv-1-1 1 - . 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) III 3X8= 5X6= 6X6= 5X6= 2.5X4 2.5X4 6P— W9 -)6 A) 2X4III 7X105X10 = 2-8-0 2.95 9-4-0 2X4 111. 2x4 m x1 n2X4 m 3X6( Al) 1- 4-0 y I_ 11-0-0 _I 18-0-0 _ _1_ 11-0-0 11- 6-0 II 28-6-0 j 40-0-0 Over 2 Supports '1 R= 1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NST[TUTE. 683 D'ONOFRIO DR., SUITE 200. MAD ISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I MPORTANT NC FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Rif,- C VY QZIFICf %/ J- Vi< N0.42704 S 888 1 i T C T 1. BC L L - D L DL 20. 0 7 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 9 3 2 2 DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 S L T - E N G W M R 2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407- 299-1 522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ERICA' FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GAL'. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7 STATE OF jQ` O R1 C ,, NAIL, BC T 0 T L L L D . 0. 0 37. 0 P S F P S F S EON - 27059 D U R F A C . 1.25 FROM SF PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION #92IS 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 ANSIITPI 1- 1995 9RCTI0N 2. >• May 23 '03 • SPACING 24.0" JREF- 1S30352_ZOZ• 44 ap Z21857F — Z21857F — R7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS M4. TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W11 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X10 (F1) 1-4-0 rr 120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD. CALCULATED VERTICAL DEFLECTION IS 0.95 DUE TO LIVE LOAD AND 0.78" DUE TO DEAD LOAD AT X = 19-9-0. 5X10= 3X4= 2.5X4= 5X6= 3X10= 5X10= LAB Iii U A U — 3X6(Al) 1-4-0 r I_ 9-0-0 _I, 22-0-0 9-0-0 J 11-6-0 14-7-12 r 13-10-4 eE 40-0-0 Over 2 Supports J R=1561 U=493 W=8" R=1561 U=493 W=8" Y 9-4-0 PLT TYP. High Strength, Wave TPI95 R D e s i g n.Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale 1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADI SO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO F PRE RMING 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 R IFICiF3fG (f•q a7222 Np.42704 T C T C Bl. L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 9 3 2 3 DATE 0 5 / 2 3 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 S L T- E N G / W M R272250uTHAPOPKABwE). APDPKA, FL 32703 407-299-7522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND. TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN USE OF TH1S STATE OF * Q 5•: Q R OPry r o s%NA B C TOT.LD. L L Q. 37.0 0 P S F PSF SEQN- 27035 D U R . F A C . 1 .2 5 FROM S F SPACING 24.0" JREF- 1S30352_ZO2CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 23 '03 kLelOSAr - cL10OXr TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 n-0) T2, T3 2x6 SP #2: 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. I MI3 UWO rKr FAKtu rMUM LUI'II'UItK IPIFUI I,LUAUJ a U1 P1t IV 31 UP13) nutsinII Itu DT IKu33 nrK 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6111 5X6= 8X8= 5X6= 6X6= 6 r— T2 A)T3 A) 6 n 2. 5X4 III 7X6— 5X4= 5X4 ( III 7X6= 4X6 (Al) 1-4-DE 22-4-0 _I 1 7 - n - n 1 9F-n-n 2.5X4 III 4X6 (Al) 1-4-0 y i 40-0-0 Over 3 Supports R=1365 U=414 W=8" R=3898 U=1098 W=8" R=904 U=284 W=8" 9-4-0 PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:l FL 1 R Scale =.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M M Rq Tl. L L 2 0.0 P J F REFF R 3 5 2-- 9 3 2 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 4INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N, NI 63719), FOR. SAFETY PRACTICES PRIOR TO T F'(+'•,y PERFORMINGTHESE (UNCTIONS. UNLESS OTHERNISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED 0: 4 "'7j,••(` T CD L 7. 0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. lG IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F NO.42704 ROOFTRUSSDm51oNk BC DL 10.0 P$F DRW SLTUSR352 PRODUCTS, INC.SHALL NOT BE RESFONSIBLE FOR ANY DEVIATION FROM iH]S DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACINGOfTRUSSESTHISDESIGNCONFORMSWITHAPPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TATE OF •4 BC LL 0.0 PSF SLT-ENG /WMR407-299-1522SFECIFICAiION PUBLISHEDBY7HE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. AL91NE(CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O RI ,• V TOT . LD. 37.0 PSF SE0N- 26938 FAx: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER /•/•••...• cPROFESSIONAL ENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /dNAit D U R . F A C 1.25 FROM J F RESFONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 O * ANSI/TPI 1-199S SECTION 2. .r SPACING SEE ABOVE JREF- 1S30352_ZO Lcia:)Ar - tcic33Ar TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 K-1V) T3 2x6 SP #2: B3 2x4 SP #1 Dense: PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X6 (R) III MIS UWU VKLrAKLU rKUPI luriruILK INFUI (LVAU3 a ULJ9tPV3IUn3) 3UDrL111tU Of IKU33 rirK. 120 MPH WIND, 12.57 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 III 2X4 III 6X8= 5 X 6 % T3 5X6 6 6X12= 2-8-0 9-4-0 3X6= SXg— 2X4 III B3 2X4 III 3X6X8Al)( ) 2X4 III 3X6 (Al) 1-4-0 ,I 1-4-0E26-0-6 ti 13-0-0 14-0-0 13-0-0 12-7-0 6-10-0 20-7-0 40-0-0 Over 3 Supports R=1107 U=378 W=8" R=1308 U=336 W=3.5" R=707 U=283 W=8" PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 QTY:1 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, I.NSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** URNIS A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDF F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO- jIF1(' RRx— Q. %:> tiG : t No.42704 T C T C BC ILL D L DL 2 D. 7.0 10.0 Q P S F P S F PSF RIFF R 3 5 2-- 9 3 2 5 S MYTH LUMBER CO. RooFTRussDtv s1oN DATE 0 5/ 2 3/ 0 3 DRW SLTUSR352 S L T- E N G WM R2722Sou-m APOPKA BLVD. APOPKA, FL 32703 407.299-1 522 FAX: 407-299-9153 BUILD, THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH 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 PERDRAWINGS dOSTATEFQjy R O,•• B C TOT L L LID. D. 37. 0 Q P S F P S F S E Q N 40459 D U R F A C . 1.25 FROM SF PROFESSIONALENGINEERINGCERTIFICATE OF AIfT}1DRZN7IDN #9218 16sroNa RESPON S IBI LOOT Y SO LEEYTF ORS THE EAL OTR USSI C 0MP0NEN T DES DRAWINGS GNT SHO WNCEPTATH E SSU CE I TABIL I TYOAND NAL ENGINEERING COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS[B ILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI I-I995 SECTION 2. - May 23 '03 SPACING 24.0" JREF- 1S30352_ZO2 L[1255/F - lZib!)/F - K-11) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :132 2x6 SP SS: 63 2x4 SP SS Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: 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. 5X6= 2.5X4= 5X6= IN13 UNU FKCrAKtL1 rKUPI LUC1rUILK 1PIVU1 (LUAU) s UI PItnJI UIV ,) 3UISPIII IeU UI IKUJJ PIFK. 120 MPH WIND, 12.07 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8= 5X6= 2.5X4 % 2.5X4 6 r 6X12= 66X12= B2 (A) 2-8-0 9-4-0 3X4= 2X4 III 2X4 III 2X4 III B3 5X10= 2X4 III 3X6= 3X6 (A1) = 2X4 III 3X6 (A1) 4-0 25-9-12 'I ry I_ 11-0-0 _I_ 18-0-0 _I_ 11-_0-0 19-5-0 1— 20-7-0 40-0-0 Over 3 Supports — R=796 U=292 W=8" R=2147 U=593 14=3.5" R=179 U=180 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:l FL 1 - - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INAND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE M R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 6 1 IIIITUTE. 583 O'ONOFRIO DR., SUITE 200, MADI SON. WI 53719), FOR SAFETY PRACTICES PRIOR 10 F ERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'i IFlC•4 T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPURTANT*` FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! JG ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO j Nu.42704 BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTT1 APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ' STATE BC LL 0.0 PSF SLT-ENG /WMR F SPECIFICATION PUBLISHED By THE AMERICAN FOREST AN0 CAPER ASSOCIATION) AND TPI. ALPINE P: TOT . L D . 3 7.0 P S F S E Q N - 4 0 4 6 1 407-299-1 522 S C• CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. AP FLY 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 DF PROFESSIONAL ENGINEERING c PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1 .2 5 F R 0 MJ F CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. • May 23 -' SPACING 24.0" JREF- 1S30352_ZOP IXI u OD/r - Lc10JZr - K-Ic) TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: 133 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8= 7H6- 2 5X4 % 6X6= 2.5X4 120 MPH WIND, 11.57 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. 2X4Ill 6X6= T3 2X4% 6 r X 12 = —' 6 W4 2X4IBII2 2.5X4 X4= 6X12 2-8-0 9-4-0 2 5X4= 2 5X4= 2X4Ill 2X4Ill B3 5X8= 3X4= 3X6 (Al) 3X6 (Al) 1-4-0 25-9-12 ') ry I 9-0-0 I 22-0-0 _I_ 9-0-0 _I 0-0-0 Over 3 Supports R=924 U=324 W=8" R=1807 U=502 W=3.5" R=391 U=185 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. WARNING^'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND A T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 7BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE •/ INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200, MADI SO N, WI 53119). FOR SAFETY PRACTICES PRIOR TO ` : ^'F+' r / / / PE FORMING THESE FUNCTIONS. UNLESS OTIERHI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED f(` •'•`I, T C D L 7. U P S F D AT E 0 5 2 3 0 3 SMYTH LUMBER CO. STP.UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. % R ROOF TRUSS DIVISION _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ALPINE ENGINEERED I No.42704 n BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO U c- 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7f B C L L O • O PSFF S L T - E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL BESIGN a STATE OFe4 407.299-1 522 SPECIFICATION PUBLISH EO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. .ALPINE :, IC Pr CONNECTORS ARE MAOE OF 2OGA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . Q R O•d TOT . L D. 3 7. 0 P S F S E Q N- 40384 FAX: 407-299-9 1 53 EACH FACE OF TRUSS; AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ~ ` DRAWINGS 160 A -ZI . THESEALONTHISDRAWINGINDCATESACCEPTANCE OF PROFESSIONAL ENGINEERING v D U R . F A C . 1 . 25 FROM SF PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESGNSHOWN. THE SUITABILITY AND U SE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 ' 0 3 S PAC I N G 24 . 0" J R E F- 1 S 3 0 3 5 2_Z 0 2 ANSI/TPI 1-1995 SECTION 2. Lclu5/r - LZiu5/r - K-14) HIS UWG PRLPARLU FROM U MPUILR INPUT (LUAUS & UIMLNSIONJ) SUBMIIILU BY IKOSS MFK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 9-4-0 2X4(A1) 0 .,0 1 5 0_j fE 16-2-0 _I_ 5-1-0 I 12-7-0 --18-8-0 fE 21-3-0 Over 2 Supports R= 879 U=326 W=8" R=860 U=363 W=4" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:5 FL 1 - - R - Scale=.3125" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M M R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 8 INSTITUTE, 583 D'ONOfR10 DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7 .0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. jGSl g IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f 1S$ I ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1j NO•'42704 a BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES [N CONFORMANCE WITH TF I; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7i APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 t BC L L 0.0 P S F S L T- E N G / W M R 407. 299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE JQj,S STATE OAF CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO (/ S ` j FAx: 407-299-91 53 t pRip ,.• TOT . L D. 37.0 P S F S EON - 23872 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER f•..•„, ,,.• PROFESSIONAL ENGINEERING DRAWINGS 160 LELY A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING y Np1 D U R . F A C . 1.25 FROM S L C RESPONSIBILITYSOFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS ML CERTIFICATE OF AUTHORIZATION #92IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - - M a y 23 .F SPACING 2 4. 0" J REF - 1 S 3 0 3 5 2 Z 0 ANSI/TPI1-1995 J,ECTIDN 2. 7 L[12557r - L410n/r - K-15 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4(A1) IHIb UWU PR LNAKLU FKUM (.UMHUILK 1NHU1 (LUAU) 5 UIMLNJIUNJ) JUISM111LU MT IKUJJ MYK. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X8= 2X4III gm 2X4= T 2-2-3 1I 0-0 III 9-4-0 1-4-(?,j 0-7-0 9-0-0 12-3-0 12-7-0 8-8-0 1-3-0 Over 2 Supports R=854 U=291 W=8" R=800 U=264 W=4" PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 QTY-: FL 1 R - Scale=.3125" Ft. WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONO FRIO DR., SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SFECIFICAT ION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA AST A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APFLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IYI RAA7y__ VF•'•r/ fGV r•. f N0.42704 ,' 17{ jSTATEOF • z P'`' A R,,Q.•,1_` nn ........ T C TIC BC B C TOT.LD. L L D L DL L L 2 0.0 7.0 10. 0 37.0 Q P S F P S F PSF P S F PSF R E F R 3 5 2-- 9 3 2 9 S MYTH LUMBER CO. RooFTRussDlVlstoN 2722 SOUTH APOPKA BLVD. APoPKA, FL 32703 407-299-7522 FAX: 407-299-9 153 DATE 0 5/ 2 3/ 0 3 DRW SLTUSR352 S L T - E N G W M R SEQN- 26972 D U R f A C . 1 .2 5 F R 0 M A FPROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 0ESI GH SHOWN. THE SUITABILITY AND USE OF THIS r i7v SPACING 24. 0" J REF - 1 S 3 0 3 5 2_Z 0 2CERTIFICATEOFAUTHORIZATION #9218 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 LZI6t)/F - ZZIZJb/h - K-lb(ZKLY)) TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x6 SP #2 :B2 2x4 SP #2: WEBS 2x4 SP #3 :W5 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 12.58 TC From 54 PLF at 12.58 to 54 PLF at 20.67 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 12.58 BC From 20 PLF at 12.58 to 20 PLF at 20.67 BC 446 LB Conc. Load at 7.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 6X8= I n1J UWu YMLYAmLu rMVPI Lurwuj CK 11Vrui LLVAUJ a UI I -IC IYJIVIVJ) 3VDI-11I ICU DI IMU- r- 2 Complete Trusses Required NAILING SCHEDULE: (0.13lx3.0_9_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. 3 X 4 =_ 3X6= 2X4III T 1-2-3 12L-0-0 1 2X4(Al) = „-- I 7-0-0 _1_ T 13-8-0 8-1 0 112-7-0 20-8-0 Over 2 Supports I R=1407 U=603 W=8" R=1112 U=615 W=4" PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale 3125" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND II NSTI TUTE. NG RE 563 0' FER NOPRIO DRHANSUI TE NG 2Do. MADISO H. BRAC1371 PUBLISHEDORSSAP EBTY PRACTICESYTPIUPRIORSSA 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 EIIGINEEREB PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO RQ I' RtIFiTEC'' / 4 %` f N0.42704 TC T C BC L L D L DL 20.0 7 10.0 P O P PSF S F S F R E F R 3 5 2 DATE 0 5 / 2 3 / 0 3SMYTHLUMBERCO. ROOFTRUSSDIVISION DRW SLTUSR352 S L T - E N G / W M R } 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAx: 407-299-91 53 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 'ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i STATE OF rS.j y O R10•.•• B C TOT L L L D . 0.0 37.0 P P S F S F S EON 26974 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE'OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 S¢CTION 2. May 23 '03 ' S P A C I N G S E E ABOVEJ J R E F- 1 S3 0 3 5 2 Z O 2 qI A, W. Z21857F - Z21857F - R-20) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 5X4= 0-5-3 V 2X4 (Al) = 120 MPH WIND, 10.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. I 9-10-0 I 9-2-8 1 19-0-8 Over 2 Support R=716 U=213 W=6" R=694 U=209 0-8-1 8-0-0 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 Q T Y : 6 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. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER RISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE1LPVl G. M Ai pVF(+ j if- i [ TC T C L L D L 20 . 7. 0 Q P S F P S F R E F R 3 5 2-- 9 3 3 1 DATE 0 5/ 2 3/ 0 3 SMYTH LUMBER CO. DRW SLTUSR352RooFTRussDmsloNIMPORTANT** 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 N0.42704 6 BC DL 10.0 PSF S L T- E N G / W M R2722SOETTHAPOPKABLvD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANDStBRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CO NNECTORS PER tSTATEOF S A%, f .: t V I• Q R`Q .•/ C'•,•// p, IyNA V- BC TOT. L L L D .. 0.0 37.0 P S F P S F S E Q N 36080 D U R F A C . 1.25 FROM A F 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 SPACING 24.0 J REF 1 S 3 CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI( TPI 1-1995 SECTION 2. M a y 23 'u3 Z21857F - R-21) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-8-118-0-0 2X4(A1) 1 4 L. 10-0-0 _I_ 9-2-8 _I 19-2-8 Over 2 Supports R=807 U=291 W=8" R=696 U=204 PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 - - R - Scale=.3125" Ft WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), ),PUBLISHED,BY iPl (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD N. HI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R161D 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 R,C._ YC F c'' # rGFr-T%'jYy t? I E3iN0.42704 1 1p TC T C. BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 9 3 3 2 S MYTH LUMBER CO. ROOFTRuSSDIYISIoN DATE 0 5 / 2 3 / 0 3 DRW SLTUSR352 2722 SOUTH APOPKA BLvD. kpoPKA, FL 32703 407.2919-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AFPL ICABLE PROVISIONS OF NOS (NATIONAL OESIGN 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 7f 7C STATE OF ; j P,• R0 .' j"(" p"• BC TOT LL L D . 0. 0 37. 0 PSF P S F SLT- ENG WMR S E 0 N 33888 D U R. F A C. 1 2 5 FROM A F PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION #9210 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON SIO CI I TY SOLELYFOR THE TRUSS COMFONE ENDESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING iS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI TPI 1-1995 SIIECTION 2. May 2 3 '0 3 ' SPACING 24.0" JREF- 1530352_Z0 w kLC105/r - LCIZ5D/r - KLL TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETINl001.FOR MORE REQUIREMENTS 2X4(Al) 5X4= 111 — n 1— , --- 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSER BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 6 j U r-1 Tju1-8-3 81- 0 I 2-8-0 _1_ 7-11-0 _I 10-7-0 Over Continuous Support R=108 PLF U=26 PLF W=10-7-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD 6.10 0TY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M Q T C It 3 0. 0 P S F R E F R 3 5 2-- 9 3 3 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NIT ITU i1, 503 D"ONOFRIO DR., SUITE 200, MAD ISO N. NI 53719), FOR SAFETY PRACTICES PR OR TO `'%FIC'• / / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ;•, q ••,, T C D L 15 .0 P S F DATE 0 5 2 3 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JG ((W ROOFTRussDIVISION —IMPORTANT'* NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.42704 BC DL 10.0 PSF DRW SLTUSR352 FRODUCTS, INC. SHALL NOT BE RESFONS IBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 BC L L 0. 0 PSF SIT- E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS W ITH,APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE % A PrfCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • 4 O R1y s_ TOT . L D . 55. 0 P S F S EON - 1857 5 FAX: 407.299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER. A . 0 PROFESSIONAL PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V•~B•• , RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS * D U R - F A C . 1 . 33 FROM A F CERTIFICATE OF AUTHORrZATON #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER, PER May 23 SPACING 2 4. 0" J REF - 1 S 3 0 3 5 2_ Z 0 2ANSI/TPI 1-1995 SECTION 2. LeIW)/r - LZIO!)IF - K-L4) IHIJ UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 3-2-7 120 MPH WIND, 16.11 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W.mil 2.5X4= LE1-4-B>+E1-7-0>j 0-11-0 1-4-By 1_ 5-1-8 —15-1-8 i 10- 3-0 Over 2 Supports R= 504 U=342 W=3.5" R=421 U=273 W=3.5" 3- 2-7 0 PLI IYP. Wave IP195 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M f ! BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ryjtj T C L L 2 0.0 P S F R E F R 3 5 2-- 9 3 3 4 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAOISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO p IF Q •._// FERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED rG %W• fl T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, j NO.42704 ROOFTRIJSSDMSION *' IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NIT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WI TN TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND STATE OF APoPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN A ' t, BC L L 0.0 P S F S L T- E N G / W MR r 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .S R'OP:• FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20C.A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ••T 0 T . L D . 37.0 P S F S E Q N - 2699 2 EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERe••, p 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 SF RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSH, WN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - M ay 23 ' 0 33 ANSI/TPI 1-1995 5)ECTION 2. O SPACING NcPACTAG2 4.0 " J REF - 1 S 3 0 3 5 2 Z 0 2 LZIZ5571- - celd5)I- - K-Z5 FHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 3-2-7 5X4= 2.5X4= 2.5X4= 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 16.07 FT MEAN HGT,ENCLOSEO BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. 2X4= 0-11-8 1-4-8>J L 5-1-8 _1_ 5-1-8 _I 10-3-0 Over 2 Supports R=488 U=245 W=4" R=445 U=225 W=4" 3-2-7 0 PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 0TY:1 FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDTBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAOISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO: STRUCTURAL PANELS. BOTTOMPERFORMINGTHESEUNCTISCHORDESISHALLLHERWHAVESAPROPERLYDATTACHEDTOPORDRIIGIDALLHAVE CEILING. PROPERLY ATTACHED 1 ' tIF C• i1rG F C T C L L DL 20.0 7. 0 P S F P S F R E F R 3 5 2-- 9 3 3 5 S MYTH LUMBER CO. DATE 0 5/ 2 3/ 0 3 DRW SLTUSR352ROOFTRUSSDIVISIONIMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R ND. 42%Q4 1 DBC DL 10.0 PSFPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I 1 1A 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 1 7{ t 7C p !` APOPKA, FL 32703 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 STATE OF yQ- S,I: Ul. L L 0 O PSFF S L T - E N G W M R S EON 27048407-299-7 522 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Vp O R1o,••' v TOT L D 3 7.0 P S FFAX: 407-299-91 53 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Vs` D U R F AC 1 2 5 FROM S FPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y CERTIFICATE OF AUTHORIZATION #9218 RESPONS I8ILITY 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 2 3 'O 3 SPACING 24.0" JREF- 1530352_ZO2 tLlI6S/F - LC1255/P - K C1)J Info I— I ILI—IU I \ naJ ii v uI TOP CHORD 2x4 SP #2 120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, CLOSED 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 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3-2-7 5X4= 5X4= 2.5X4 6 2.5X4 % 6 3-2-7 2X4= 2.5X4= 2.5X4= 2X4= 2.5X4= LE1-4-8>1<1-7-0->j 0-11-0 1-4-8Y I 2-11-8 I 4-4-0 I 2-11-8 1 10-3-0 Over 2 Supports R=504 U=345 W=3.5" R=421 U=276 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL - 1 - - R - Scale =.375" Ft. WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND e _ ! BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20. 0 P S F R E F R 3 5 2-- 9 3 3 6 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ` ;'p'FI •••., I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY PROPERLY ATTACHED J•• T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G ROOF TRUSS DIVISION ""IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.42704 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ' STATE OF :' BC LL 0.0 PSF SLT-ENG /WMR 407-299.1 522 SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ••,A P• CONNECTORS ARE MADE OF 20GA ASTMA113 OR GALV. STEEL, EXCEPT AS NOTED. APPLV CONNECTORS TO •< O R10,,•" TOT . L D . 37.0 P S F S EON - 2700 2 FAX: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C' n DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING u •••r••• 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 SF CERTIFICATE OF AUTHIORCZA ION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 '03 SPACING 24. 0 ' J REF - 1 S 3 0 3 5 2Z 0 2' ANSI/TPI1-1995 SECTION 2. O— LC10D/Y - LC105/Y - K-C/) TOP CHORD 2x4 SP #2 :T2 2x4 SP SS Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1#1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X6(A1) L1-4-(j IMiJ UWU NKLF'AKLU CHUM LUMFUILK 1NFU1 (LUAU) & U1MtNJ1UNJ) JUb M111LU Of IKUJJ MtK. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2X4 2X4 T2 6 -1 6 8-0-0 2.5X4= Fxa- 2.5X4= R=1521 U=613 W=8" 20-0-0 Over 2 Support PLT TYP. Wave TPI95 Design Crit: TPI STD FLBC 6.1 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. N1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. 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 IN A N FOR N DEVIATION FROM THIS N' C SH LL NOT BE RESPONSIBLE 0 ANY E 0 OESIG ANY FAILURE 10 2722 SOUTH APOPKA E3LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407.299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS'IBILIT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION it921B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I_""SECTION 2. 3X6(A1) R=1433 U=554 W=8" OTY:1 Q.M M• R 1Y:tIFIC4 c`,p f N0.42704 I STATE OF ss 0R o:'' May 23 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOV Scale=.3125"/Ft REF R352--9337 DATE 05/23/03 DRW SLTUSR352 SLT-ENG WMR SEON- 27005 FROM AF JREF- 1S30352 ZO2 LZldb/F - 4Zibb/1- - K-05) Vl3 UWU rKtrAKtu tKUri L,UMFUILK IINrUI (LUAU) r UIMt 1Y 31LINZ,) 3U01-11IItu 0I IKU33 Fir 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/360 LIVE AND L/240 TOTAL LOAD. 2X4(A1) 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 5 X 4 =_ 5X4= 2X4% 2X4 6 I— —I 6 8-0-0 2X4 (A1) L1-4-j I 9-0-0 1 2-0-0 I 9-0-0 I 20-0-0 Over 2 Supports ,J R=825 U=286 W=8" R=736 U=204 W=8" PLT TYP. Wave TPI95 Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R - Scale=.3125" Ft. WARNING"` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 2 Q. Q P S F R E F R 3 52-- 9 3 3 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'OHOFRIO DR., SUITE 200. MAO ISON, WI 53719). FOR SAFETY PRACTICES PRIOR 70 ----vv`` P ERFDRI4(NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PZIFIC;4 •. F T C D L 7. 0 P S F D AT E 0 5/ 2 3/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j4 T•C. IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISIONPRODUCTS, (NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO +f No 42704 a B(C DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BwD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B 1. L L 0.0 P S F S L T - E N G / WM RAPoPKA,FL 32703 BRACING OF TRUSSES. THYI DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN L STATE OF • SPECIFICATION PUBLISHED RY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE407-299-1522 Prk,TOT.LD. 37.0 PSF - SEQN- 27050CONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL, E%CEFT AS NOTED. APPLY CONNECTORS TO AA . FAx: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '%ty'`. .R,O.... PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING __YYYY___p\ D U R . F A C . 1.25 FROM A FRESfON$IBILITY SOLELY FOR THE TRUSS [OMPO VENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L CERTIFICATE OFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 jECTION 2. t May 23 SPACING 24.0" JREF- IS30352_ZOf t A LL12f5/t - 4C1W3/t - V1 IH1J UWU NKLPAKLU LKUM LUMP ILK 1NPUI (LUAU) & U1Mt NJ1UNJ) JUCM1IItU OT IKUJJ MLK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 r— 2 X 4 III 2X4 (D1) 12-4-3 2 X 4 III 2-8-0 Over Continuous Support R=70 PLF U=67 PLF W=2-8-0 120 MPH WIND, 13.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 - R - Scale =.375" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M M Rq T C L L 20.0 P S F R E F R 3 5 2-- 9 3 3 98RACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOF- 91 DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO Z FIC4 // T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3FERFORMINGTHESEFUNCTIONS. UNLESS OTNERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ; -1 C ySMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER EO j No. 42704 RROOFTRuSSDIVISIONPRODUCTS, INC. SHALL NIT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO + R BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA SLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND l Y B C L L 0. 0 P S F S L T- E N G / W M RAPOFKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE 0F 407-299-I 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE FAX: 407-299-9 1 53 CONNECTORS ARE MADE OF 20GA.ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •.,< p R1pP T O.T . L D . 37.0 P S F S EON - 35549 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER -%`yT[ 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 Z 5 F R O M R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 2 3ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S30352_ZO2 Lunn/r - LL1OD/1- - VK) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6F— Dl) 11-4-3 2 X 4 III 4-8-0 Over Continuous Support R=74 PLF U=39 PLF W=4-8-0 inio Ulvo rncr—U F—'l -rirUI cn 11-UI Xw u iJ 11i not u . 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.375" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M T C L L 20.0 P S F R E F R 3 5 2-- 9 3 4 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Vf/ INSTITUTE. 583 D'ONOfR10 OR.. SUITE 200, MAD ISON, WI 53719), FOR SAFETY PRACTICES PRIOR i0 ` •; ••'t IFICw'• PERFORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. iOF CHORD SHALL HAVE PROPERLY ATTACHED 3 ".•• T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fJG 200FTRUSSDIVISION `IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO.42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BERESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ° STATE OF •Q B C L L 0 . 0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED. BY THE AMER ICAN FOREST AND PAF ER ASSOCIATION) AND TPI. ALPINE S•I:• 4 407.299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0 R14Pj c T 0 T . L D . 37.0 P S F S E 0 N - 35552 FAx: 407- 299-9 153 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 FR OFESSIONAL ENGINEERING •••~`••• PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHO'NN. THE SUITA81LITY AND USE OF THIS Na- D U R . F A C . 1.25 FROM R H CERTIFICATE OF AUTIHORUA-TION#9218COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 '03 ' ANSI/TPI1-1995 IEETION 2. T SPACING 24.0" JREF- 1530352_Z0 4' A LZ10n/r - Lel0n 7r - VJ THIS UWG PREPARED HROM COMPOIER INPUT (LOADS & DIMENSIONS) SUBMITIEU BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS 2X4 2 X 4 III 6 F— D1) 10-4-3 07/77 2 X 4 III 6-8-0 Over Continuous Support_ R=74 PLF U=30 PLF W=6-8-0 120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Desi gn Crit: TPI STD FLBC 6.10 OTY:l lFL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M S;5 Tl. LL 20.0 PSF REF R352--9341BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. W[ 53719). FOR SAFETY PRACTICES PRIOR TO IPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED : ("'r.` T C D L 7.0 P S F DATE 0 5 / 23 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •0 VC IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED uT No. 42704ROOFTRUSSDms1oNPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1*0 BC DL 10.D PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C B C L L 0 . 0 PSFF S L T - E N G W M RAPOPKA, FL. 32703 BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF / 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE % CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I. OR TOT . L D . 37.0 P S F S EON - 33926FAX: 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 'A'/pNAI. D U R . F A C 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF TNIS CERTIFICATE OF AUTHOREZATION #9218 COMPONENT ANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 'u SPACING 24. 0 J REF - 1 S 3 0 3 5 2_ Z 0 2 L[-Iu5/r - 2ciu5/r - V4 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 2 X 4 III 6 F— DI) 9-4-3 2 X 4 III 2 X 4 III 8-8-0 Over Continuous Support R=74 PLF U=32 PLF W=8-8-0 111 ,,, ",,,.,,., u ,,,,,,,,. , , ", .. ......... ... ... 120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.1 WARN ING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLNG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTTUTE. 583 DCNOFRIO DR., SUITE 200. MAD ISON. WI 53'19), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTI0 NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ` IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPEC FICATION PUBLISHED BY THE AMER ICAN FOREST AND PAP EA ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF ALETHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2, f TY ZIFIC;46 P R` I No.42704 STATE OF ; a- lk0 R0'4g, y-NA May 23 '03 .t FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.375"/Ft. REF R352--9342 DATE 05/23/03 DRW SLTUSR352 SLT-ENG WMR SEON- 35567 FROM RH JREF- 1S30352 Z02 cZia5ir - - V5 HIS UWG PKEPAKEU FKUM COMPUIEK 1NPU1 (LUAUS & UIMENSIUNS) JUGM111tl) bT IKUJJ Mh'R. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 6 f5X4= 2X4 III 2X4 (Dl) 11-4-15 2X4 III 2X4 III 1_ 2-6-8 _1_ 2-0-0 _1 4-6-8 Over Continuous SuDportl R=74 PLF U=40 PLF W=4-6-8 120 MPH WIND, 12.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI95 R Desi gn Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOF0.ED OR., SUITE 200. MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO•/ P ERFORMiNG THESE FUNCTIONS. UNLESS O7HE RNI SE IND IC A7 ED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M. e 7T • F y F T C T C L L D L 20. 7 0 0 P S F P S F R E F R 3 5 2-- 9 3 4 3 S MYTH LUMBER CO. DATE 0 5 / 2 3 0 3 DRW SLTUSR352 ROOFTRUSSDIVISION2722 SOUTH APOPKA EILVD. APOPKA, FL 32703 407- 299 1 522 FAX: 407-299-91 53 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. iH IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS CONNECTSPECFIORS[ ARC MADESOFD20GATAITMHE MA653AGR40RGALY. STE E LEREXCEPTAS So IASINOTED. TAPPLYACONLP NECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER F N0.42704 71 i t STATEOF 1 O R10Pr V K•••. BC B C TOT DL L L L D. 10. 0 D. 37. D 0 PSF P S F P S F S L T- E N G / W M R S EON - 35570 D U R F A C 1 2 5 FROM R H PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NSIBI LILY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S NAfL' CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUI LOING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. May 23 SPACING 24.0" JREF- 1S30352_Z02 Lc1u Ar - c[1DJV1- - VD TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 6 E— 5X4= 2X4111 2X4III 2X4 (Dl) 10-4-15 2X4III 2X4III 2X4III I. 2-6-8 _IL 4-0-0 _I 6-6-8 Over Continuous Support R=74 PLF U=31 PLF W=6-6-8 I nia unu rn[rnrt[u rmum lvrlruI Cn Inrvl \LUAVJ U VI I -IC IN 0I V IN JJ OVDru EU of 1 R- II, 120 MPH WIND, 11.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - c 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 0 UNOFRIO DR.. SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO P ERFORM[NG THESE FUNCTIONS. UNLESS OTHERNISE [ND IC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH ABC OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. 5HALL NOT E 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 AM ERICAN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE ARE MADEOF MA ASTM A653 OR40 GALV. STEEL. EXCEPT AS NOTED. APPLYCONNECTORS 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 SOLELYFOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITY AND USE OF THISCERTIFICATE M M qqQIFI(+w -/ a ;'- '1 [ 23p }G j ND.,1'1704 b STATE OF ApfCONNECTORS4RNO. PROFESSIONAL sNaDURk44 T C TIC BC B C TOT L L D L DL L L LD. 20.0 7. 10.0 O. 37.0 O O PSFF P S F PSF P S F PSF R E F R 3 5 2-- 9 3 4 4 SMYTH LUMBER CO. ROOFTRl1SSD1VISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522' FAX: 407.299rJ153 ENGINEERING DATE 0 5/ 2 3/ 0 3 DRW SLTUSR352 S L T- E N G W MR SEON - 35573 FAC . 1.25 FROM RH OFAUTHORZ TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 23l SPACING 24.0" JREF- 1S30352_Z02 1 cuu:)Ar - Lu0011- - Vi) IHIJ UWU FKtFAKLU rKUM UUMFUItK INFUI LUAUJ & UIMtNJIUINJ) JUbMI11LU UT IKUJJ MhK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F-- 5X4= 2X4III 2X4III 2X4 (D1) ': 2X4III 2X4III 2X4III L, 2-6-8 _1_ 6-0-0 _I 18-6-8 Over Continuous Support R=74 PLF U=32 PLF W=8-6-8 9-4-15 120 MPH WIND, 10.19 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. PLT TYP. Wave TPI95 R Desi gn Crit: TPI STD FLBC 6.10 wmmuft, OTY:1 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY 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 R 3 tIGiND. 42704 3 555 6 T C T C BC L L D L DL 20.0 7. 10.0- D P S F P S F PSF R E F R 3 5 2-- 9 3 4 5 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 5/ 2 3/ 0 3 DRW SLTUSR352 S L T - E N G W M R2722SOUTHAPOPKABLVD. 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 2STATEOF = pBC L L D . O PSFF 407-299.1 522 FAX: 407-299-91 53 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AREMADE OF 2OGA AST A653 GR40 GALV, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND -UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S IC Pf vI• QR`O.•' C'e•• V VNA TOT L D . 37. 0 P S F S E Q N 35576 D U R F A C - 1 .2 5. FROM R HPROFESSIONALENGINEERING CERTIFICATE OFAUTHC)RR.ATION.#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 COMPONE BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER M a y 23 ' O j SPACING 24. 0" J REF 1 5 3 0 3 5 2_ Z 0 2 4Zi65ir - cZiu511- - HI) I HI3 UWU FKLrAHLu rMum 4uriruiLK inrui 1LUAU3 a U1I9L431UI13) 3UDY1I IFLU Di 1-0 Kiln. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-1 120 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. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L< 1-10-10 —1F 9-10-13 'I 9-10-1 Over 3 Support R=400 U=223 W=8" 1 -10-3 R=208 U=182 3-9-14 0 R=329 U=180 PLT TY'P. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:5 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND M. e T C L L 20.0 P S F R E F R 3 5 2-- 9 34 6BRACING. REFER TO HIB-91 (HANDLING INSTAL L]NG AND BRACING), PUBLISH EO BY TPI (TRUSS PLATE i 1 NSTITUTE. 583 O'ONOFRIO OR., SUITE 200. MAGI SON, WI 63719), FOR SAFETY PRACTICES PRIOR TO .'FI(r'_• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORO Sh1ALL HAVE PROPERLY ATTACHED `: ( i•T C D L 7. 0 P S F D A T E 0 5/ 2 3/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. — lci ((A y ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i Nu.42704 a BC DL 10.0 PSF DRW SLTUSR352TO 2722 SOUTH APOPKA BLVD. BU OILLDC THE TRUSSESALLIN CONFORMANCEONSWITHL TP 1: ORFORA N FABRICATING. HANDFR OMLINGS DESIGN SH IP P I N G.THI; A INSTAL LI NGFAILURE AND ^ t APOPH: A, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFOPMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF 4 B C L L 0 . 0 P S F S L T - E N G / W MRSPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S ( iI 407-299-152z ORI.,... TOT .LD. 37.0 PSF SEON 27053 CONNECTORSAREMADEOF20GAASTMA53GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Y FAX: 407- 299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER _[1 `••......• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWIhIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 7S NA l1 D U R . F A C . 1 . 25 FROM A F RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 7 + O CERTIFICATE OF AUTHORTLATION #9218 COMPONENT 1 93 FORANY PARTICULAR ; BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 T SPACING S E E ABOVE J R E F- 1 S 3 0 3 5 2 L 0L cclu5/r - cciu5/r - rlc IH1J UWb NKtHAKLU rKUM LUMFUItK 1NFUI (LUAU) u UIMLNJIUNJ) JUbM111tU bT IKUJJ Mt/c. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3-2-3 2 X 4 III L<--1-11-5-'- 4-2-15 E-4-2-3 Over 3 Supports{ IR=298 U=180 W=4" l 4 3 R=82 U=180 4-7-15 0 r R=45 U=180 120 MPH WIND, 15.56 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. c ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.35" DUE TO LIVE LOAD AND 0.05" DUE TO DEAD LOAD. PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 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 OY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO Dft., SUITE 200, MAGI SO N, W] 53719), FOR SAFETY PRACTICES PR [OR 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 M RI tIFl•((++ FfGF :0 ¢ 2 :1 0. 42704 g S 1 y, T C T C BC L L D L DL 20 7.0 10.0 0 P P PSF S F S F R E F R 3 5 2-- 9 34 7 SMYTH LUMBER CO. ROOF TRUSS DMSION DATE 0 5/ 2 3/ 0 3 DRW SLTUSR352 S L T - E N G WM R2722SOIfTHAPOPKABLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7{ 7C S STATE OF t4 B C L L . 0 P S F 407-299-1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORRATON #9218 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER ING 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. O R,O..•.1 C'••// j y AL11 P" May 23 'O.i T 0 T L D . 37 0 P S F S EON - 24196 D U R . F A C . 1 . 2 5 cFFROMJ SPACING 24.0" L1REF- 1S30352_ZO2 LZlb3 )/f - LL125n/Y - /=.J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4-0-11E 7 - 0 - 12 _1 17-0-0 Over 3 Supports R=363 U=197 W=8" Ini3 uwu rm Lr8mLu rnum uunruiLM ilvrui (w.vuo a uI riC110I VIIJ/ Juor11I IEU DI 1n 0 1 IF n 120 MPH WIND, 11.06 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/360 LIVE AND L/240 TOTAL LOAD. 1 10-4 R=163 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 OTY:21 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 52-- 9 3 4 8BRACING. REFER TO HIB-91 (HANDLING INSTALL INC, AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONO FR[O DR.. SUITE 200. MADISO N, WI 53119), FOR SAFETY PRACTICES PRIOR TO 't F(.'w••y , PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ' : T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. c; ; : Ei00FTRUSS DIVISION**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i NO.4270a BC DL 1. PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO T12722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND S - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ; STATE OF ; Q BC L L 0.00 P S F S L T - E N G WM RAPOPKA, FL 32703 / 407-299-1 522 SPECIFICATION PUBLISHED 8Y THE AMER ICAN FOREST AND PAP EA ASSOCIATION) AND TPI. ALPINE P• wCONNECTORSAREMADEOF20CAASTA653GR40GATEESTEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO R1C.. T 0 T . L D . 37.0 P S F S EON - 24198FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER pp,••~ DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VS •••~.... c PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D UR . F A C . 1 .2 5 F R 0 M J F CERTIFICATE OF AUTHORRATION #92113 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. May 23 '03 SPACING 24.0" JREF 1530352_Z0 cclu5ir - cclu5ir - LL) I H I S UWG PHLPAKLU FRUM LUMPU ILK INPUI (LUAU) & UIMtNJIUNJ) JUBMIIItU OY IHUJJ MI-tr. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 3-2-7 2 X 4 III LE1-4-811, 3-0-4-' 2-11-8 Over 3 Supports I R=213 U=180 W=3" 1 -4-4 R=55 U=180 4-8-3 R=34 U=180 120 MPH WIND, 15.57 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. CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD. 1: PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:4 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M M R T C L L 20.0 PSF REF R 3 52-- 9 3 4 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP[ (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, XI 53719). FOR SAFETY PRACTICES PRIOR 70 •IF'Ci'w•QV, / / PERFORMING THESE FUNCTIONS. UNLESS OTMERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ` :• 4 ••'.C/t T C D L 7. Q P S F DATE Q 5 2 3 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.' ROOF TRUSS DIVISION `"IMPORTANT NC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No.42704 i581 BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 71f2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B C L L 0.0 P S F S L T- E N G /WM R 407-2991 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM 4653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /• ••'. Q A r V T 0 T . L D . 37.0 P S F S E Q N - 27069FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C'-n(1~ '• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `ss 01yN1. D U R . F AC . 1.25 FROM SFRESPONSIBILITY. SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTNORIZATION#921 B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S30352_ZO2 zzldt)/F - LZlbt)/r - UJI) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6F— 2X4(A1) L<1-4-0 1-0-12 1-0-0 Over 3 Supports 7--7 0-1-- 4 U 180 9-4-0 R= U=180 R=247 U=275 W=8" iniz, unu rMCrHMcu rnum Cunrui[n i—vi Lwr`ua d uirIuVZIiUn) JUDrLLIICU DI —U zI rirn. 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:10 FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND \ TC TC L L 20.O PSF REF R352--9350BRACING. REFER 70 HIB -91 (HANDLING INSTALLINGANDBRACING), PUBLISHED BY TPI (TRUSS PLATE PERFORMING THESEDFull TIONi RUN LESSTOTHERWISEDINDICATED, TOPICHORDFSHALLFMAVEPPROPERLY ATTACHED PIPCD L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j NQ. 42704 ROOF TRUSS DIVISION `"IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO _ 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND i APOPKA. FL 32703 BRACING OF TRUSSES. THIS DE51GN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF ; Q BC L L 0.0 P S F S L T - EN G / WM R 407-299. 1 522 SPECIFICATION PUBLISH EO 8Y THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE :( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •. .R O•'• TOT. L D . 37.0 P S F S E 0 N - 2436 3 FAx: 407- 299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pp rr (• PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1rA s D U R . F A C . 1.25 FROM A F RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF ALITIHOREZATION#9218 ANSI1 COMPONENT FOR ANSEU PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 '03 3 SPACING 24.0" JREF- 1530352_Z02' Z21857F - CJ3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFW TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F— 2X4(A1) L<1-4-011-1- 3-0-12--->j 3-0-0 Over 3 Support R=234 U=180 W=8" 1T- 10-4 R-47 U=180 1-10-3 a- 0 R=23 U=180 120 MPH WIND, 10.06 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. r PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:9 FL - 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONO FRIG DR., SUITE 200. MAD 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 TO2722 Q•F.., flcj T(' r N0. 42704 1: J0F T C T C BC L L D L DL 20.0 7.0 10.0 0 P P PSF S F S F R E F R 3 5 2-- 9 3 5 1 S MYTH LUMBER CO. RooFTRussDtvtsloN DATE 0 5 / 2 3 0 3 DRW SLTUSR352 SLT-ENG WMRSOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMSWITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SFECIFICATIONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A611 GRID GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•• PROFESSIONAL S SBS D C TOT.LD. L L 0.0 37.0 PSF PSF SEQN- 24365 U R F A C . 1.25 FROM S FENGINEERING CERTIFICATE OF AUTHORRATION #9218 DRAWINGS 160A-1. THESEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL 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 2 3 ' 03 SPACING 24.0" JREF- 1S30352_ZO2 cziu5ir - udi p l ual ) ini3 uwu rMLrAKCU rNUrl LUIIrUirM ir+rui XLUHu3 a v1rI CJv3I uiN3/ ,UarlIiiru DI inv33 1•Ir R. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6F- 0-6-11 2.5X4(B2) 2-7-12 2-7-0 Over 3 Supports R=100 U=180 W=8" IT16 4 IR4 U=180 1-10-3 9--L- 0 R=27 U=180 120 MPH WIND, 10.53 FT MEAN HGT, ASCE.7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 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. 583 D'O NOFR IO DR.. SUITE 200. tNAD ISO N. WI 53719). FOR SAFETY PRACTICES PRIOR TO R,Q_ t F C'• •// 1, 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-- 9 3 5 2 DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. F ERFDRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED R1G 10 CEILING. r /E DRW SLTUSR352IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f ND.42704 1 BC DL 10.0 PSFROOFTRL)SSDIYISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO.*- S L T - E N G / W MR2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7[ STATE OF BC L L 0.0 P S FAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED DY THE AMERiCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP114E S EON 24367 407-299-7 522 CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R1O.•' TOT L D 37.0 P S F FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON.THIS DESIGN, POSITION CONNECTORS PER S/pryA`E!1D U R F A C 1.25 FROM SF DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE_ OF AUTHORUATION #92 16 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS T FORPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANYGB U ANSI/TPI 1 May 23 03 s SPACING 24.0" JREF- 1530352_Z02' LL107/Y - LC1OJ/Y - l,4 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 6 r— 1 ' 4 2 X 4 III R=- 27 U=180 3 2-7 3-8-3 0 2 X 4 III LE1-4-8>+ 0-11-8 Over 2 Supports 7-7 R=182 U=180 W=11.501" Ini3 unu rm LrAMLU rnun wnrul LM IINrUI LLVAU3 N Ulr¢w31UIX3) 3UDr1111Lu D1 Ru33 mrK. 120 MPH WIND, 15.07 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. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:4 FL - 1 - R - Scale =.375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONO FRIO DR., SUITE 200, MADISO N. NI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSTRUCTURALPANELS, 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 UESIG N; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft 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 RA- 7y 7.;jN f N0.42704 17f - STATE OF r• 1•iC` ^ V RA. .•' n// cS(/yA T C T C BC BC TOT. L L D L DL L L L D . 20.0 7.0 10.0 0.0 37.0 P P PSF P P J F S F S F S F R E F R 3 5 2-- 9 3 5 3 SMYTH LUMBER CO. ROOFTRIISSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAx: 407-299-91 53 DATE 0 5/ 2 3/ 0 3 DRW SLTUSR352 S L T - E N G /W M R S EON - 27076 D U R F A C . 1.25 FROM cJ FPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #921B 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 23 'o. SPACING 24.0" JREF- IS30352_ZO2 L125n/r - l,JSJ THIS UWG PKLPAREU FROM COMPUIER 1NPU1 (LUAUS & UIMLNSIONS) SUBMIIIEU BY IRUSS MIFF. 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 7 1-- R=48 U=180 L<1-4-O'-wIE 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. I'LT IYP. Wave [PI 95 R Design Crit: TPI STD FLBC 6.10 0TY:9 FL - 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND OVA _ / BRACING. REFER 70 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 9 3 5 4 INSTITUTE, 683 D'ONOFRIO DR., SUITE 200. MADISON, XI 53719), FOR SAFETY PRACTICES PRIOR TO IFI••. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED t: V -7 T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s NO.42704IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C *' '*' BC DL 10.0 PSF DRW SLTUSR352 2722SOLFI'FIAPOPKABLVD. BU[LD THE TRUSSES IN CONFORMANCE WI7N TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ; APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OAF Q BC L L 0.0 P S F S L T- E N G / W M R 407-299-I 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION.) ANO TPI. ALPINE S•th s;l'• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTFD. APPLY CONNECTORS TO '+ V ..... TOT. L D . 37.0 P S F S EON - 2436 9FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S NAt' D U R . F A C . 1.25 FROM SFRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRLTION #921E3 ANSIONENT1fFOR1995ANYYEPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 ,03 SPACING 2 4. 0" J R E.F - 1 S 3 cuisSXr - L,UJ(JIUTS)) THIS UWG PREPARED FROM COMPIYFER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFfk: TOP CHORD 2x4 SP #2 120 MPH WIND, 11.03 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED :. BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11-10-4 R=115 U=180 2-10-3 0 R=50 U=180 2-5X4(B2) 4-7-12 E 4-7-0 Over 3 Supports { IR=174 U=180 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL - 1 - R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTi TUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISO N, W1 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 INC . SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN; ANY FAILURE TO fVI.AAI/--/ t F C'•--VV V g l: G : 2d i D. :Z on A T C T C BC L L D L DL 20.0 7.0 10.0 P P PSF S F S F R E F R 3 5 2-- 9 3 5 5 S MYTH LUMBER CO. ROOF TRUSS DIVISIONPRODUCTS. DATE 0 5 / 2 3 / 0 3 DRW SLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 ILD HTRUSSES IN CONFORMANCE SHIPPING, INSTALLING CONEWITHAPPLICABLE PROVISIONS OFNOS(NATIONAL OFABRICATING. BRACING OFTRUSSES- THIIS DESIGNWITH DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF tQ ti O S•. n••' a v^ BC T 0 TL L L D . 0. 3 7. 0 0 PSF P S F S L T- E N G W M R S E 0N 24361 D U R F A C . 1.25 FROM SF PROFESSIONAL FESSIONAL ENGINEERING CERTIFICATE OFALEHORCEATION #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 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 '0 3 SPACING 24. 0" J REF 1 S 3 0 3 5 2 Z 0 2 s ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE ' 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A'iiGROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' C B' 6" 10' 11" 11' 3" 13' 1" 13' U S P F 3 3' 4" 4' 11" 4' 11" 6' S" 65" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" zHFSTUD3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" B' 4" 10' 0" 10' 0" 13' 1" 13' 1" STANDARD 3' 3' 4' 2" 4' 2' 5' 6" 5' 6" 7' S" 7' S" 8' 7" 8' 7" 11' B" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13, 1" 14' 0" Y 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" F d 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q c\? 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' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" r- i 1 2 3' I1" 6' 9" 6' I1" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14" 0" E_ S P F 3 3` 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 1 14' 0" ylHFSTUD3' 10" 5' 11" 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" I' 1 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" P24' 2" 6' 9" 7' 3" B` 0" 8' 7" 9' 6" 10' 3" 12' 6" 13` 6" 14' 0" 14' 0" W 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" I DFL STUD 4' 0" 6' 1" 6' 1" B' 0" 8' 0" 9' 6" 10' 0" 12" 5" 12' S" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" PF34' 2" 6' 11" 6' 11" 0' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11" e' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" h 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" ISp24' 7" 7' 5" 8' 0" e' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" i DFL STUD 4' 5" 7' 0" 7' 0" B' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 1 6' 1" 6' 1" 8' 0" B' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYMM 2X4 # 2N OR BETTER DIAGONAL BRACE OPTION: 0—F T VERTICALLENGTHMAYBE11, DOUBLED WHEN DIAGONAL 18" BRACE IS USED. CONNECT K DIAGONALBRACEFOR870# BRACE ATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL T VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" IN TABLE ABOVE. DOUBLE CUT L 1 AS SHOWN) AT UPPER END. CONNECT DIACONAL AT REFER TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 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 ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. - DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 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 TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE CERTIFICATE OF AUTHORIZATION p92t SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 STATE OF NA BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR I 2 STANDARD 2 STUD 13STUD143STANDARDDOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 t 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 IOd NAILS. FOR ( 1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 1B" END' ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. - GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND REEL PLATES. vyJ'' THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98—GAB12030 DATE 09/10/01 DRWG A12030ECO901 ENG TOT. LD. 60 PSF MAX.. SPACING 24.0" GABLE DETAIL sYhl. ABOUT FOR LET -IN VERTICALS j VERTICAL LENGTH TYP. GABLE VERTICAL PLATE -SIZES O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE - OVERLAP - LESS THAN 4' 0" IX4 OR 2X3 2X8 GREATER THAN 4' 0", BUT I LESS THAN 11' B" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5XB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: lOd 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, A08015EN0699, A07015EN0699 A31030EN0699, A10030EN0699, A09030EN0699, A08030EN0899, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECD901, A12015EC0901, A11015EC0901,A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, S01015EN0699 511030EN0699, 510030EN0699, 509030EN0699, 508030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNRE[NFORCED GABLE VERTICAL LENGTH. - , ``,•;1'tiliilUliil(il!!//l/,, 2X8 "T" REINFORCING 2X4 MEMBER - 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 CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND h[RH EXAMPLE: T" REINF. MHR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. IIO MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7.. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2.6 40 7. 40 7. 90 MPH 15 FT 2x4 20 Z 10 7. 2x6 20 7. 40 90 MPH 30 FT 2x4 10 7. - 10 7. 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 107. 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 7. ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE 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 CABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS GAB98117 876,719 & HC26294035 N0.42704 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR.,SUITE 200, MADISON, WL 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TDP CHORD v"`•,.•••••••••% N `'%'QV , T •, i•:!/•VJ REF - LET -IN VERT DATE 10/24/O1 S MYTH LUMBER Co. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S DRWG GBLLETIN1001ROOFTRUSSDIVISIONIMPDRTANTrrFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR z ANY DEVIATION FROM THIS 3 VALLEY TRUSS DETAIL 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 IT, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER. AS REQ'D 1 4-0-0 MAXI 12 12 MAX. W2X4 W2X4 W2X4 8-0-0 MAX -I 12 W4X412MAX. W1X3 6-0-0 W1X3 1Y1X3 W1X3 11 MAX SPACING) W2X4 16-0-0 MAX W1X3 4 41 0 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-NA. W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) 1 1µ111i1a1l+nr r AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. o QJ•` THIS DRAWING REPLACES DRAWING A105q*,/////// WARNING*- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING; INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE J ! /i GV• ', / TC LL 3O 3O 4OPSF REF' VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 2D I5 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALeSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. N Q• 4 2 7 0 4 C IMPORTANT;R- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIR: ROOF TRUSS DIVISION ENGINEERED PRO UCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS E C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ICAR . 2722 SOUTH APOPKA EILVO. DESIGN/ ANY FAILURE -T BUILD THE TRUSSES IN CONFORMANCE WITH TPT7 OR FABRICATING, = LL O 0 PSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA,FL 32703 NDSDESIGN SPECIFICATION STATE OF OT..LD. 60 57PSF55407-2931522 AND E NEPUBLISARE MADE OF 20GAi' O'• ASTM A653 GR40 GALV. STEEL EXCEPT AS NGTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS SESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL P,•• \ i////! O R O -. DURYAC.1.25/1.33 L15 1.15 - PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE C \ SPACING 24" SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECE"FICATE OF AUTHORIZATION M9218 SUITABILITYS ITY TY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. i.. n1A1••N"V f' 1 t 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" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. 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 D) C) (B 3) 16d BOX NAILS 3) 16d BOX NAILS 4'0" TYP. (B) 1-(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) L.RATED SHEATHING CONNECTED TO TRUSS 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, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE -FUNCTIONS.' UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID. CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, 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, HAN LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA. FL32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT A$ NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-29&9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OFAUTHORIZATION#921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPDNSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, 3) 16d BOX NAILS, TOE - NAILED. _ RATED SHEATHING PARTIAL FRAMING PLAN 3) 16d BOX 2) 16d BOX NAILS, NAILS, TOE -NAILED TOE - NAILED 3) 16d BOX NAILS, TOE -NAILED D) ( A) C) GIRDER SUPPORTING TRUSSES AT 24" OC MAX SPACING G- IFIC;q,.F B No. 42704 4 TO, STATE OF TI41S DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7 PSF DATE 06/25/99 L 10 10 10 PSF DRWG VALCONVF0699 fi, 0 0, 0PSF ENG MLH/KAR ELD. 60 155157 PSF 1. 25/1.3311,1511.15 NG SEE ABOVE 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 WMD, ASCE 7-98, CAT II, E)CP. 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. WAV c17r nx' DVID En AEE EITHER PLATE OPTIONAL B LOCATION IS SPLICE B BACCEPTABLED B D-SPLICE B 2' TYP. B B ZZ B tE B mvn 12 12 MAX C C C CZL mN 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 1. REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80%. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER. PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 0 o 0 O O - o o o a a o o 2., 0 0 0 0 8 1/4 ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. ;;?;'.IIII'I F/Q40"ING REPLACES DRAWINGS 634,016 634.017 & 847,045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. A/ /yINSTALLINGANDBRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED N. ` •// MAX LOADING REF- PIGGYBACKBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR ,tom ` 4i - SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Oa V IF) •• /i TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL G • 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. I.33 DUR. FAC. j --IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE, INSTALLATION CONTRACTOR. ALPINE ••• DRWG PIGBACKBO699 722 SOUTH A DIVISION ENGINDESIGN; AND FAILURES TO BUILDLLTHE OT BETRUSSESE INONSIBLECONFORMANCEORANYWITH TP4DEVIATION FABRICTING, NQ. 42704 5O PSF AT —ENG DLJ/KAR ROM THIS 2722 SOUTH APOPIv.OLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE '- = •2 5 D UR• FAC. 407 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE F 20GA - G - ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 47 PSF AT - FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER z STATE OFDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A •' 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 ANTNORIZATION #9218 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. // / •''. •` 0 O • ACING 24.0 BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING 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 6 7 SOUTHERN PINE NON -DENSE 2520 1343 1.5" X 3.5" 9 8 7 7 6 4 MAX 43X1 3X8. TRULOX18 MAX4 LOX 2XB WEDGE( 2) 8D NAILS CUT TO FIT4CAE WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T,PI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. nr IMPORTANT>r. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ROOF TRUSS DIV1510N 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 TPII OR FABRICATING, APOPKA, FL 32763 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (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 CERTIrICATEOFAUTHORmATION#9216SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. ti ;;IliliflNUllIJJ j DRAWING REPLACES DRAWINGS A115. A115/R & 884.132 4/'y, TC LL — PSF REF BC FILLER DL — PSF DATE 06/25/99 G TF•••. BF-_ DL 10.0 PSF DRWG BCFILLER0699 NO.42704 C_LL — PSF -ENG DLJ/KAR TO$ LD. — PSF A STATE OF TFAC.1.0/1.15/1.25/1.33 O. P: 'c n a ID P._.19..#ACING 24.0" A SON A1. V.,,,\ STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 S0. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09 00 2-05-11 2 2 DENSE OR #1 N 2-00-00 1 2-09-15 1 2 DENSE 2' TYI 7' 5' CORNER SET SETBACK 3' 7.' 0" 0 1' 4 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J3 J1 J. J1 J3 J5 J7 J7 J7 J 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 F.T. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# * * * 1 3 5 7' 2' TYP . UPLIFT IS 200# OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. Jl * ( 2) 16d TOENAILS J3 HJ, ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 W2X< W3X4 6T00 4T04- - W2X4 - W2X5 ALTERNATE LOADING TCLL 20 PSF TMPA2ON TCDL 20 MAX PSF3/4" 4- BCDL 10 PSF i J TOT.LD. 50 MAX PSF1' 3' 5' -r-7' - I .*** 9-10-13 OVER 2 SUPPORTS - DUR.FAC. 1.25R=463#, W=3.50" R=652#, W=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES j DRAWING HCM95029 xxWARNINGxx TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, eINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ?\`['••••, N/w T LL 30 MAX PSF REF - 7' STBK CSBYTPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR vY <l_ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESSOTHERWISEINDICATED, a•`Iy DL 15 MAX PSF DATE 06/25/99 TOPCHARDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL `••`'q•••'. SMYTHLUMBERCO. HAVE A' PROPERLY ATTACHED RIGID CEILING.10 xxIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Z • •• BC%DL 10 PSF DRWG CS7SBK3A0699 ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS S 2722SOUTHAPOPKABLVD. D."", , ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, No. 4.2704l .L 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH - APOPKA,FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - y 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA R 0T= LD. 55 MAX PSF - ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF - _- FAX: 407-29991 53 TRUSS AND, UNLESS THERWI$C LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF. - - DRAWINGS 160 A-Z. THE SEAL .ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % ••' ti PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE PAC. 1:33 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i ••', CERTIFICATE OF AUYHORIUTIONp921BRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. - 'ji 0 •: C pP• ACING SEE ABOVE SOON Al , r IL 4 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6, 2 ROWS 2X6 2-2X4(*) 2XB I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR L-BRACEATTACHWITH16dNAILSAT6" 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. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579.640tA WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED o /i TC LL PSF- REF CLB SUBS T• BY TPI (TRUSS PLATE 1NSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMWG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL L`\`w .j'`IF'Ciq,.•,• r, r% DL PSF DATE 06/25/99 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. Blt DL PSFIMPORTANT-- FURNISH A COPY.OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE DRWG BRCLBSUB0699 ROOF FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, A. :•. NO.42704 c=LL PSF ENG MLH/KAR2722SOUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH AP4 FL 32703 AMERICANLFOREPROVISIONS (NATIONAL ICATION z—_cTO_a LD. PSFIO ) ANDDESIGN E CONNECTORSPUBLISHED299A. 407-299-1522 P PER ASSOCIATPI•ALPII ARE MADE F 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE F FAx407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER G iQ •• STATE 0 F-::• yy--, TIL. FAC. DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE p921O SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE A j •• 0 CERTIFlCTEOFAUiHOa1UTiONRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSVTPI 1-1995 SECTION` 2. i !lAt ACING' 1 0 f FORM 60OA-200119FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MH1614 - #1614 % ' 4 Builder: MORRISON/ HOMES Address: % ZQ%/ G`K_ Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 34.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1614 ft2 c. N/A 7. Glass area & type a. Clear - single pane 318.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1128.2 fe _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 158.0 ft2 _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1614.0 ft2 _ 15. HVAC credits PT, _ b. Under Attic R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.20 Total as -built points: 22357 PASSTotalbasepoints: 23640 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: hereby certify that this building, as Tgned, is in compliance with the Florida de. OWNER/AGENT: DATE: I 1< Z1 a Jr Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: r- DATE: EnergyGauge® (Version:.FLRCSB v3.2) FORM 60OA-2001 0 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 1614.0 25.78 7489.6 Single, Clear SE 1.0 7.0 16.0' 56.64 0.99 892.7 Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7 Single, Clear SE 1.0 8.0 19.0 56.64 0.99 1067.8 Single, Clear SE 1.0 8.0 24.0 56.64 0.99 1348.8 Single, Clear NW 17.0 10.0 40.0 37.74 0.57 863.9 Single, Clear SW 1.0 9.0 32.0 52.82 1.00 1686.2 Single, Clear NW 1.0 9.0 32.0 37.74 1.00 1202.7 Single, Clear SW 7.0 10.0 64.0 52.82 0.59 2002.4 Single, Clear NE 2.0 9.0 16.0 43.65 0.94 656.7 Single, Clear N 1.0 9.0 12.0 27.96 0.99 333.2 Single, Clear E 1.0 7.5 12.0 59.31 0.99 703.3 Single, Clear NE 1.0 8.0 15.0 43.65 0.99 648.3 Single, Clear NE 1.0 7.0 20.0 43.65 0.99 860.2 As -Built Total: 318.0 13159.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 158.0 0.70 110.6 Concrete, Int Insul, Exterior 4.2 1128.2 1.16 1308.7 Exterior 1128.2 1.90 2143.6 Frame, Wood, Adjacent 11.0 158.0 0.70 110.6 Base Total: 1286.2 2254.2 As -Built Total: 1286.2 1419.3 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1614.0 2.13 3437.8 Under Attic 30.0 1614.0 2.13 X 1.00 3437.8 Under Attic 19.0 28.0 2.82 X 1.00 79.0 Base Total: 1614.0 3437.8 As -Built Total: 1642.0 3516.8 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 177.0(p) 31.8 5628.6 Slab -On -Grade Edge Insulation 0.0 177.0(p 31.90 5646.3 Raised 0.0 0.00 0.0 Base Total: 5628.6 As -Built Total: 177.0 5646.3 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 IF f- SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1614.0 14.31 23096.3 1614.0 14.31 23096.3 Summer Base Points: 30678.1 Summer As -Built Points: 35588.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 30678.1 0.4266 13087.3 35588.4 35588.4 1.000 1.00 1.079 x 1.150 x 0.90) 0.284 1.117 0.284 0.950 0.950 10729.2 10729.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1614.0 5.86 1702.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 8.0 19.0 8.34 1.01 160.4 Single, Clear SE 1.0 8.0 24.0 8.34 1.01 202.6 Single, Clear NW 17.0 10.0 40.0 12.23 0.99 484.2 Single, Clear SW 1.0 9.0 32.0 9.22 1.00 295.6 Single, Clear NW 1.0 9.0 32.0 12.23 1.00 390.8 Single, Clear SW 7.0 10.0 64.0 9.22 1.22 720.2 Single, Clear NE 2.0 9.0 16.0 12.00 1.00 192.1 Single, Clear N 1.0 9.0 12.0 12.32 1.00 147.6 Single, Clear E 1.0 7.5 12.0 9.96 1.01 120.2 Single, Clear NE 1.0 8.0 15.0 12.00 1.00 180.0 Single, Clear NE 1.0 7.0 20.0 12.00 1.00 240.0 As -Built Total: 318.0 3404.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 158.0 1.80 284.4 Concrete, Int Insul, Exterior 4.2 1128.2 3.26 3677.9 Exterior 1128.2 2.00 2256.4 Frame, Wood, Adjacent 11.0 158.0 1.80 284.4 Base Total: 1286.2 2540.8 As -Built Total: 1286.2 3962.3 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1614.0 0.64 1033.0 Under Attic 30.0 1614.0 0.64 X 1.00 1033.0 Under Attic 19.0 28.0 0.87 X 1.00 24.4 Base Total: 1614.0 1033.0 As -Built Total: 1642.0 1057.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 177.0(p) 1.9 336.3 Slab -On -Grade Edge Insulation 0.0 177.0(p 2.50 442.5 Raised 0.0 0.00 0.0 Base Total: 336.3 1 As -Built Total: 177.0 442.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 P WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , y r PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1614.0 0.28 -451.9 1614.0 0.28 451.9 Winter Base Points: 4560.0 Winter As -Built Points: 8521.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4560.0 0.6274 2860.9 8521.1 8521.1 1.000 1.00 1.068 x 1.160 x 0.92) 0.427 1.140 0.427 0.950 0.950 3936.3 3936.3 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 It w a. i FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13087 2861 7692 23640 1 10729 3936 7692 22357 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 I Code compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 1610.1 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 v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 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 (ft) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane 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, Adjacent c. N/A d. N/A e. NIA 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. N/A a New _ 12. Cooling systems Single family _ a. Central Unit I 3 _ b. N/A Yes _ 1614 fe c. N/A 318.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 177.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=4.2, 1128:2 W _ R=11.0, 158.0 ft2 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 1614.0 ft2 _ 15. HVAC credits R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida -Energy Efficiency Code For Building r Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 34.0 kBtu/hr SEER:12.00 _ Cap: 36.0 kBtu/hr _ HSPF:8.00 _ Cap: 40.0 gallons EF: 0.88 PT, _ y01 TKE STgl o a° tr f,1,C0D yS NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualifyfor 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.ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) W F RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: MH 1614 . bld For: MORRISON HOMES By: AIR FLOW DESIGNS 250 JASMINE RD. CASSELBERRY FL. 407)831-3600 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 72 Deg F Design TD: 34 Deg F HEATING SUMMARY Bldg. Heat Loss 34296 Btuh Ventilation Air 200 CFM Vent Air Loss 7480 Btuh Design Heat Load 41776 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 FL 32718 9/29/97 Job# #1614 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 78 Deg F Design TD: 15 Deg F Daily Range M Rel. Hum.: 55 Grains Water 37 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 24179 Btuh Ventilation 1650 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 25829 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1035 Btuh Ventilation 2 516 Btuh HEATING COOLING Infiltration 2 515 Btuh Area (sq.ft.) 1663 1663 Tot Latent Equip Load 6066 Btuh Volume (cu.ft.) 14967 14967 Air Changes/Hour 0.8 0.4 Total Equip Load 31895 Btuh Equivalent CFM 200 100 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model #FA4ANF042 Model #38BYC036 Type HEAT PUMP Type SPLIT DESIGNS Efficiency / HSPF 8.00 COP/EER/SEER 12.00 Heating Input 0 Btuh Sensible Cooling 24500 Btuh Heating Output 36000 Btuh Latent Cooling 9700 Btuh Heating Temp Rise 27 Deg F Total Cooling 34200 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor 0.035 CFM/Btuh Clg Air Flow Factor 0.050 CFM/Btuh Space Thermostat Load Sens Heat Ratio 87 MANUAL J: 7th Ed. RIGHT-J: V 1 3 . 0. 11 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: # 1614 File name: MH 1614 . b 1 d Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0. 8 AC/HR x 14967 Cu.Ft. x 0.0167 = 200 CFM 2. Winter Infiltration Btuh 1.1 x 200 CFM x 34 Winter TD = 7478 Btuh 3. Winter Infiltration HTM 7478 Btuh / 336 Total Window = 22.3 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 9/29/97 1. Summer Infiltration CFM 0. 4 AC/HR x 14967 Cu.Ft. x 0.0167 = 100 CFM 2. Summer Infiltration Btuh 1.1 x 100 CFM x 15 Summer TD = 1650 Btuh 3. Summer Infiltration HTM 1650 Btuh / 336 Total Window = 4.9 HTM eand Door Area 1 Procedure C - Latent Infiltration Gain 0.68 x 37 gr.diff. x 100 CFM = 2 515 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 100 Vent.CFM x 15 Summer TD 1650 Btuh Sensible Load for Structure (Line 19) 24179 Btuh Sum of Ventilation and Structure Loads 25829 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 25829 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 100 Vent.CFM x 37 gr.diff. 2 516 Btuh Internal Loads = 230 x 5 No. People 1035 Btuh Infiltration Load From Procedure C 2 515 Btuh Equipment Sizing Load - Latent 6066 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0.11 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J 0 MH1614 Job# #1614 Zone: Entire House- 9/29/97 A,TAT\TTTAT T. ^.0 CA nT1- T. 1 J/1V 11 / O Y NameofRoom Entire House LNDRY. BR3 BR2 2 Running Ft. Exposed Wall 177. 0 Ft. 6. 0 Ft. I 30.0 Ft 12. 0 Ft 3 I Room Dimensions, Ft. 0.0 t 0.0 x 0.0 Ft 0.0 x 0.0 Ft I 0.0 x 0. 0 Ft. 4 Ceiings, Ft Condit Option 9.0 d 8.0 heat/cool 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg th Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.6446F ss 0 ssss s««s 140 s ss«rt 112Exposedb12C3.1 1.70 s«ss sss« 0 sss« 0 ssss sss« 0 rs«s s«s Walls and c 12H 2.0 1.1 0 0 wrt 0 s«rtrt rtsr• 0 sr rt«« Partitions 13C 1.4 0.9 176 srss 4B,s««« sss 120 ss« 0Idle13CI5.1 3.4 OI s*ss I ssss I OI ssss I ssss I l)) rts I ssss OI ws I sss« f 1 0.0 0.0 0 rr«r w««w 0 rrrr w«w« 0 sr«« rrw« 0 rtrsr ssss 6 Windows and a 1C 39.3 194 7618 0 0 16 628 16 628 Glass Doors b 8C 39.3 109 4084 0 0 0 0 0 0 Heating I C 9AI 31.8 I 20I 636I I 0 0 0 0 I 0I 0Id7F41.1 0 0 0 0 0 0 0 0 e 0.0 0 0 r«« 0 0 rr« 0 0 r 0 0 sr« f 0.0 0 0 rtss+ 0 0 w 0 0 rs«« 0 0 r«r« 7 Windows and North 0.0 0 0 0 0 0 0 0 0 Glass Doors NE NW 37.0 168 6216 0 0 0 0 0 0 Cooling E/W 52.0 12 624 0 0 0 0 0 0 SEISW 45.0 126 5670 0 0 16 720 16 720 South 26.0 12 336 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0'"" 0 0 0 8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 18 343 187 18 343 187 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 1128 5523 1836 0 0 0 124 607 202 96 470 156 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 158 213 142 30 41 27 120 162 108 0 0 0 e 13C 5.1 3.4 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 0 10 Ceilings a 16G 1.1 1.3 1641 1841 2112 51 57 66 189 212 243 154 173 198 b 16D 1.8 2.1 28 50 58 9 16 19 17 31 35 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 177 4875 0 6 165 0 30 826 0 12 330 0 b 20G 2.4 0.8 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 0 12 Infiltration a 22.3 4.9 336 7478 1650 18 401 88 16 356 79 16 356 79 13 SubtotBtuh Loss=6+8.+11+12 32662 1123 ssss 2822 ssss ssws 1958 ssss 14 Duct BtuhLoss 5°/ 1633 5°/ 51 S°/ 141 5°/ 98 15 Total Btuh Loss =13+14 34296 1074 2963 2055 16 IntGains: People 300 5 1350 0 0 0 0 0 0 Appl. @ 1200 2 1800 1 600 0 0 0 0 17 SubtotRSHGain=7+8.+12+16 21981 srt rs 987 rr rts 1387 1153 Duct Btuh Gain 10°/ 2198 10% 99 10% 139 10°/ 115 I1819ITotalRSHGain=(17+18)*PLF I 1.001 I 24179I 1.001 I 1086I 1.00I I 1525I 1.00 I 12611 I20I CFM Air Required I **** I 12001 12001 I 38I 541 I 1041 761 I 721 63 Printout certified by ACCA to meet all requirements of Manual J Form MH1614 Job# #1614 Zone: Entire House 9/29/97 Rhin" J . ' 11 "" 11 /"Y 1 NameofRoom M. BATH / W.I.C. M. BR. FAM. / DIN. KIT. / NOOK 2I Running Ft. Exposed Wall I 10. 0 Ft. I 40. 0 Ft 40. 0 Ft 33.0 Ft. 3 Room Dimensions, Ft. 0.0 x 0. 0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 FtI 0.0 x 0.0 FtI4Ceiings,Ft Condit Option 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool TYPE OF CST HTM I Area I Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg I Clg Length Htg Clg Length Htg I Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.6 93 373 s«r« 373 308 Exposed b 12C 3.1 1.7 0 kk«s ksk 0 w«»» k«w« 0 kk k 0 kkkr kksr Walls and c 12H 2.0 1.1 0 kk«« sass 0 s««« s««s 0 s»s r««» 0 skss kks« Partitions d 13C 9 01 kkr k*«wII13CI11.415.1 3 I I I I I I 0I I I Oek«» IIIkkkr f 0.0 0.0 0 kss sss 0 sss« 0 ss r««» 0 k sk 6 Windows and a 1C 39.3 19 746 56 2199 32 1257 40 1571 Glass Doors 8C 39.3 ks 0 0 kkss 40 1571 ss«s 64 2513 sr«« 0 0 Heating cJbI 9A 31.8I I 0I 0I I 0 0I sk«» I 0) 0I I 0I 0 s«ss d 7F 41.1 0 0**** 0 0***+ 0 0 0 0**«+ e 0.0 0 0*+** 0 0**** 0 0**** 0 0***" f 0.0 0 0 kk 0 0«*** 0 0 0 0*«++ 7 Windows and North 0.01 0*++* 0 0**"* 0 0 0 0"*** 0 Glass Doors NE/NW 37.0 0 0 72 2664 96 3552 0 0 Cooling E/W 52.0 0 0 0 0 0 0 12 624 SEISW 45.0 19 855 24 1080 0 0 16 720 South 28.0 0 ss+" 0 0 0 0 0 12 336 Hotz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 74 364 121 277 1357 451 277 1357 451 268 1312 436 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 0 0 0 0 0 0 0 0 0 0 0 0 e 13C 5.1 3.4 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 0 10 Ceilings a 16G 1.1 1.3 191 214 246 298 276 319 385 432 495 222 249 286 b 16D 1.8 2.1 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 0 11 Floors a 22A 27.5 0.0 10 275 0 40 1102 0 40 1102 0 33 909 0 b 20G 2.4 0.8 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 0 12 Infiltration a 22.3 4.9 19 423 93 96 2137 471 96 2137 471 40 890 196 13 SubtotBtuh Loss=6+8.+11+12 2022 s** 8644 8797 kk s*** 4931 14 Duct Btuh Loss 5% 101 50/ 432 5"/ 440 5% 247 15 Total Btuh Loss = 13+14 sk 2124 rw« 9076 s++* 9237 5177 16 Int.Gains: People 300 0 0 2 600 3 750 0 0 Appl. @ 1200 0 0 0 0 0 0 1 1200 17 SubtotRSHGain=7+g..+12+16 1315 s s«« 5586 ss++ 5720 s«s s«s« 3798 Duct Btuh Gain l00/ 132I 10 5591 5721 l0/ 3101 Total1. II1447 10/ 0 1I l++«* 1l0/ Il"*"9 I4178I118) I20I CFM Air Required I **** I 741 721 I 3181 3051 I 323I 3121 k** I 181I 2071 Printout certified by ACCA to meet all requirements of Manual J Form Zone: Entire House 9/29/97MH1614Job# # 1614 MANUAL J 7th Ed RIGIzI-J: 3. V.11 .)' N 11 Id4 NameofRoom FOYER BATH 2 2 Running Ft. Exposed Wall 6.0 Ft. 0.0 Ft. I I Ft. FL 3 Room Dimensions, Ft. 0.0 x 0.0 Ft. 0.0 x 0. 0 Ft. I x Ft. I x Ft. 4 Ceiings,Ft Condit. Option 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg I Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.6 47 Q s*sk s**r rts*R Rt* rrr+ Exposed b 12C 3.1 1.7 0 sss ssrt! 0 srtss ssss tR«s kss« Rr sssr Walls and c 12H 2.0 1.1 0 tR slsr 0 lsst R krt#« s*ss s#«# sts Partitions dl 13CI 1.41 0.9I gl Rkk tk«* OI ltss sk sts rt!R« ktsR eI 13C 5.1 3.4 0 I I ksrt ssssI I R#RtI tI I I RtRI If 1 0.0 0.0 0 rts* sR 0 R!t t#! rrtk# sk*s tt*s ars« 6 Windows and a 1C 39.3 15 589 0 0 ss! Glass Doors b 8C 39. 3 0 0 0 0 klRR Heating I C 19AI 31.8 I 20I 636 rtrt# I OI OI tsrR I I I srrt! I I I r!+! d 7F 41.1 0 0 rrss 0 0 lkss ttt etkk e 0.0 0 0 ssk! 0 0 ksss stkk klRk f 0.0 0 0**** 0 0 R t*sr sr+s 7 Windows and North 0.0 0 0 0 0 lss Glass Doors NE/NW 37.0 0 0 0 0 ss Cooling E/W 52.0 0 0 0 0 SE/SW 45.0 35 1575 0 0 South 28.0 p rssR 0 0 s!s 0 s«! Horz 0.0 0 0 0 0 r 8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 12 57 19 0 0 0 Exposed b 12 C 3.1 1.7 0 0 0 0 0 0 Walls and c 12H 2.0 1.1 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 8 11 7 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 149 167 192 52 58 67 b 16D 1.8 2.1 2 4 4 0 0 0 c 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 6 165 0 0 0 0 b 20G 2.4 0.8 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 35 779 172 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 2408 58 sets sssr ssR« k!## 14 Duct Btuh Loss 5°/ 120 ts 5Jo/ 3 15 Total BtuhLoss =13+14 2528 61 ssss ssss ss! ssss 16 hit. Gains: People@ 300 0 Appl. @ 1200 0 0 0 Rrtrt 0 t 17 Subtot RSH Gain=7+8..+12+16 s# s!: 1969 r r 67 srtss sss: ssR# s 8DuctBtuhGain 10°/197 10°/7 I'l9I Total RSHGaiu=(17+18)*PLF 1011.0 I 2166I 1.001 i 74I I I i I20I CFM Air Required I**** I 881 1071 ssss I 21 41 s!! I I I R«kk I Printout certified by ACCA to meet all requirements of Manual J Form Yt't0 fSo I b IAA FA,o I ZX iX Zx4 Rx4 0 jRAG env ` f4 6 IC Tck nl<• 12w12 00 ICe I Ult'1 gxq : 1 13a O ONE BY WOOD — SUCK BY OTHERS CAULK BETWEEN FLANGE J.SUCKWOODBUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE — WINDOW FRAME HEADER WINDOWHEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL BY OTHERS SHIM AS REO'D ONE BY WOOD BUCK BY OTHERS SEE NOTES) 1 MIN. INSTALLATION ANCHOR 3/16- DIA. TAPCON BUCK WIDTH MENTEMBEDMENT SHIM AS REO'DJSHOWN1/4- SHIM SEE NOTES) FLANGE TYPE SPACE MAX. CAULK BETWEEN WINDOW FRAME WO00 BUCK t MASONRY OPENING JAMB d CONCRETE OR MASONRY BY OTHERS OPENING t BY OTHERS Q `--INSTALLATION ANCHOR 3/16' CIA C 7APCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & WINDOW WIDTH MAS'Y OPENING BY OTHERS EXIE8l06 CAULK BETWEEN EI TERIOR WINDOW FLANG FINISH SECTION 2 W000 BUCK BY OTHERS WINDOW WTH. CA B C D E J / K 2 WINDOW ' HGT. F G A H I. a CAULK BETWEEN WINDOW FLANGE h PRECAST SILL WITH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS 'APPROVED EQUAL SECTION 1 CFNFRAL NOTES 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL ALUMINUM ALLDY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD k ,ALBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPUCATION OF VULKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CA" FOR PERIMETER SEAL MOUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIFS. d 1 1/4' MIN. 0 • EMBEDMENT 1/4' SHIM - SPACE MAX. BUCKHEIGHT SILL STOOL BY OTHERS 1!1 ELEVATION VIEWED FROM EXTERIOR OZZ d2, PREPARED BY: MAI CEYT[E-k-L v FLIJ:R, DIA. BBB. O J- F. iVJi UCkCY URER 1CN'.iac GFNE AI. Ut4IA) UM wr B. `'Tpn RTT .7 A -:Zl COMPARATIVE ANALYSIS TION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE W10TH/HDGHT EXTERIOR INTERIOR HEAD JAMBS . 12 19 1/e X 25 99 99 B F,G 13 19 1/6 X 38 3/e 78 78 B F.G 14 19 1/e X 50 6A 59 59 8 F,G 74+4 19 t/e X 54 SA 54 54 B F.G 14+5 19 I/6 X 55 en 52 52 B F,G to 19 1/0 )XIW 45 45 B F,G 16 1'9 t X 72 40 40 F C 1H 28 1n Y 6 BFG 1H3 25 1n X 38 3/151 51 B F,G 1H4 26 In X 50 5A 44 44 B F,G 1H4+4 26 1A X 54 6/5 42 42 B F,G 1H4+5 26 1n X 55 en 41 41 B F,G 195 26 1n X 63 40 40 B F.G ING 26 1 % 72 40 40 FG 30X2 30 Wn X 25 56 B F,G 3OX3 30 t/2 X 36 3/. 44 44 B F,G 30X4 30 1/2 x 50 5A 40 40 B F,G 30X4+4 30 1n X 54 5A 40 40 B F,G 30%4+5 0 to X ss eA 40 40 B F,G 30X5 30 1n X 63 40 40 B F,C 6 40 C 1 22 k 25 51 B F,G 23 37 X 36 3/640 40 B F,G 24 37 % 50 eA 40 40 B F•G 24+4 37 X 54 6A 40 40 B F.G ' 24+5 37 X 55 5A 40 40 B F,C 25 37 X 63 40 40 B F,G,H.1 6 37 X 72 40 40 9 F.G.H.1 4525 48 x 6 46 46 B F,G 2M48 48 x 38 ]A 40 40 B F,G 4850 45 x 50 5/540 40 B F,G 484+4 45 X 54 6A 40 40 B F,G,H,I 484+5 48 X 55 &A 40 40 B F,G,H,I 4863 48 X 53X72 4040 4040 B 1 F,G,H.i 3277 53 1A' X 26 45 45 B48F.G 33 53 1/6 X 38 3A 40 40 B F.G 34 53 to X 50 5/1 40 40 B F,G,H,I 34+4 53 1A X 54 4/e 40 40 B F,G,H,1 34+5 53 1A X 55 6/e 40 40 8 F,G.H.1 35 53 1A X 63 40 40 B F,G,H,I 38 SJ 1 X 72 40 40 HERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESGN1) WOAD ANLOA05WILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED M TEST- 2) INSTALLATION: FLANGE FRAME WINOGW IN CONCRETE OR MASONRY OPENING USE 3/15' DIA TAPCON ANCHORSOF 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 jS SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO-D. 1001 T. CrahT Rd. CeR55bR TX 75006 P.O. Bax 619022 • Da1162, tx 73MI Ixut4Na1x3ceP11v1 .. ASSEMBLY DRAWING SERIES 1440/1540 TDL SINGLE HUNG WINDOW RMw eY oum. eY Xuu BB Dv REWSON BY ECN _ 10 26 Ol B 'EE=N012 TECHNOLOG' CORP., 250 INIERNA710NAL M.. SUITE 250. HEATFU". FLORID4 32740 PHONE 407 BO3-We5 FIX 407 11 3 036e CAULK BETWqEN .000 —\ BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEENNOOWFLANGE W000 BUCK STUCCO) BY OTHERS / PERIMETER CAULK J BY OTHERS GLAZING WINDOW HEIGHT EXTERIOR I I PERIMETER CAULK I BY OTHERS 0 4 PRE -CAST SILL BY OTHERS INSTALLATION ANCHOR 3/16 DIA, TAPCON CONCRETE OR MASONRY OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) d 1-1/4- MIN, EMBEDMENT 1/+' MAX. SHIM, SPACE FLANGE TYPE WINDOW FRAME HEADER BUCKHEIGHT BUCK WIDTHSHIMi MAX, SPACE SHIM AS RED .0 SEE NOTES) EMBEDLENT FLANGE TYPE WINDOW FRAME Q CAULK BETWEEN JAMB Q WOOD BUCK & MAS*Y OPENING BY OTHERS GLAZING INSTALLATION ANCHOR 3/16" DIA. TAPCON Q ON BY w000 E xTERIOR BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCK WINDOW WIDTH CONCRETE OR MASONRY OPENING BY OTHER$ SECTION 2 STUCCO D FLANGE TYPE WINDOW FRAME SILL WINDOW HHGT. F Q MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 COMPARATIVE ANALYSIS & TAPCON ANCHOR. LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS MOTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 x 60 40 58 0.F.G 12. X 72 0 56 C D.E.E 16 X 16 40 106 C HJ 24 x 16 40 69 A.B H7 24 X 24 40 55 A.B F,G 2A x 30 40 5 A,B F.0 24 X 36 e0 40 A.8 F. 24 x 48 40 0 A.B O.E F.G 24 X 60 40 40 A.B D.EF.G 24 x 72 40 40 A.B D,EF.G 32 X 48 40 40 A.B O.EF,G 36 x 24 40 0 A.B D.E F.G 36 X 48 40 40 A.B D.E.F.G 36 x 72 4p 0 A.8 OE. F.G B X 24 40 40 A.B O.EF,G 4B % 18 40 40 AS D.EF.G 48 X 60 40 40 AS D.EF,G 64 X 24 40 S F,G 72 % 38 4p 00 A,6 F.G 72 x 60 40 40 A•B D.EF,G 73 X 16 40 40 A.B H,1 BY OTHERS .. CENTRAL FL®RMA-B.0.A.F. WINDOW MANUFACTURER NAME: WTH. CENcRPl- ALJf IjNUH MASTER FILE # GENERAL NOTES 1) SHIM AS REO D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 AD1[ESNE CAULK OR APPROVED EQUAL. . 2 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 8) INSTALLA11ON: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL (B SCREWS OF SUFFICIENT LENGTH.. TO PROVIDE 3/4' IN EMBEDMENT INTO WOOD BUCKATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESENT. 18 SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS &-MAX. 21' O.C. 11) IF E%ACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTIT' LISTED MIM NEXT LARGER SIZE. FOP. THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TC THE 1550 SERIES. G ELEVATION VIEWED FROM EXTERIOR DATE 1 SYM REISON 1001 W. Crosby Rd. • Cartolllon, TX 75006 • P.O. 8m 819022 • Dcllos, TX 75381 INSTALLATION. [,.—TAIL SERIES 1450/1550 FLANGE P%v oA,w. a. a4o. e. u,_[ I . BB N/A c0.oA o•I; t.4 .wiiR _ I' SHEATHING BY OTHERS 18 INSTALATION ANCHOR CREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER XT RI R FIN TYPE — WINDOW FRAME SILL PERIMETER CAULK - BY OTHERS CAULK BETWEEN FIN h SHEATING SHIM SEE AS REO'D. NOTES) MIN. EMBEDMENT FIN TYPE WINDOW FRAMEtl" JAMB 2 % WOOD BY OTHERS SHIM A REO'D. SEE NOTES) SILL STOOL BY OTHERS M8 SCREW — STIII INALATIONANCHOR SHOWN TYP.) EXTERIOR FINISH 1" MIN, BY OTHERS EMBEDMENT SHEATHING SECTION I BY OTHERS K8 INSTALATION ANCHOR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAULK ' FTWEEN SHEA 0 & FIN 6Y OI—RS 1" MIN. EMBEDMENT r IV' SHEATHING BY OTHERS f— WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHTWINDOW WTH.—may ANCHOR ( TYP.) 0 O O 0 O 0 0 '2 7 24" O.C. MAX. ( TIP.) O 0 WINDOW EQUALLY SPACE ANCHORS ( TYP.) HGT. 0 0 O / O SHIM AS REO'D. 0 SEE NOTES) 0 0 0. o 0 6' MAX (TYP.) 2 x WOOD BY OTHERS 6 MAX. (TYP.) CAULK BETWEEN WINDOW PIN dt ELEVATIONSHEATHING VIEWED FROM EXTERIOR'_ 6A 3 UF, AZTR raAA+ e E{{ ipp[F,`-NTTGG'Eh'A pTT 1,4_ UiA1` -- 1Ti AS l - R PALE # S— -+-•»` — COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF #8 SCREWS NO. OF 0.090 DIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO'D. IN FRAME RED'D. IN FRAME MDTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL 0-EA. JAMB HEAD SRL O EA. JAMB 16 X 30 109 109 2 2 2 2 2 3 t6 X 40 83 B3 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 x 6 2 2 3 20 X 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 20 X 60 48 48 2 2 3 2 2 4 28 z 30 57 57 2 2 2 28 X 40 52 52 2 2 3 2 2 3 28 z-50 46 46 2 2 3- 2 2 4 28 x 4 4 2 2 2 4 30 X 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 x 50 43 43 2 2 3 2 2 4 30 X 60 O 40 2 2 2 2 A 3e X 30 41 41 2 2 38 X 40 40 40 3 3 3 3 3 3 38 X 50 40 40 3 3 3 3 3 4 38 X 60 40 ia 3 3 3 3 3 5 D z 30 40 40 3 3 2 3 2 40 X 40 40 40 3 3 3 3 3 3 40 x 50 40 a0 3 3 3 3 3 4 40 x 0 4 a 3 3 3 3 5- 53 72 1a 4 4 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4', 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL dr JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 .GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITVE DESIGN LOADSWILLBELIMITEDTO40.0 PSG DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO 13Y WOOD STUDS. USING 0.090 IN. DIA NAILS OR N8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. - 9) GENERAL ALUMINUM'S 1140 SERIES 54NGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. JAM* 1001 W. Crosby Rd.- Corrol8oa, TX 75006 • P.O. Bo. 819022 • Doha:, TX 75 w... w oc—lla, ASSEMBLY DRAWING SERIES 1140/1940 TOL SINGLE HUNG WINDOW BB N A caw a.rc o«c .w4c4 S- RE` 9ON By ECN _ tl/05/01 B GEN-0013 SHEATHING BY OTHERS CAULK BEHIND FIN EXTERIOR FBY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WIND FRAME HEADER GLAZING — SEE NOTES) EXTERIOR FIN TYPE FRAME Sit PERIKIE BY OTHCF EXTERIORFINISH BY OTHER CAULK BI HCA7HI1.,, BY O7MCRs I' HIM. EHBEDHEMT SECT I(IN 4 f—WINDOW v7DiM- HI MAXHISPACEPACE 2 % BY WOOD BY OTHERS SHIM AS REO'D. 2 X WOOD BY OTHERS FIN TYPE WINDOW 8 INSTALLATION FRAME JAMB ANCHOR SCREW i' MIN. SHIM AS REO'D. GLAZING EnBED -ENT tSEE NOTES) SHIM SPACE —I EXTERIOR PERIMETER CAULK BY OTHERS 08 INSTALLATION ANCHOR SCREW EXTERIORFINISH CAULK BEH\FINBYTHERSSECTION BY OTHERS WINDOW vI07H { WINDOWHEIGHT VIHE SHIM SPACE M8 INSTALLATION ANCHOR SCREW 2 X WOOD BY OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART DESIGN PRESSURE N0. Of a8 SCREWS NO. OF 0.099 DIA. NAILS SIZE INCH[ $) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME DTH/ HEIGHT E%TERIDR INTERIOR HEAD L SILL 2 EA. JAMB HEAD L SILL B EA. JAH3 IVIWINDOW20 . 30+0 AO 2 2 2 22 220X +0 20 x 50 0 00 02 23 32 3 20+ 0 2 2 3 N. 30 0 0 2 2 2 30 . + 0 0 0 2 3 2 3 30 X 50 0 0 2 3 2 3 30 . 60 0 0 2 2 0 X 30 0 0 3 2 0 X ID 0 0 3 3 3 3 0 x 50 0 D 3 3 3 0 X 60 0 0 3 3 5 50 . 30 0 0 3 2 2 50 x +0 0 AO 3 3 3 50 . 50 50 . 60 0 0AO 03 33 1+ 5 1 + 0 0 CENTRAL FLORIDA R.®.A.F. MANUFACTURER NAME: CFNER> SL All/M//JUM WASTER FILE # NOTES 1) WHEREWATER RESISTANCE TEST REQUIREMENT OF 157. OF DESIGN LOAD APPLIES. POSITITIVEDESIGNLOADSWILLBELIMITEDTO +0.0 PST DUE TO vpTER TEST PRESSURE OF 6D PSF ACHIEVED IN TEST, 21 INSTALLATION: FIN FRAMs WINDOW IN WOOD FRAMs OPENING EMI TWO M WOOD STUDS USINGaBSCREVE [IFWI SUFFICIENT LENGTH TO PROVIDE WITH EMBEDMENTINTO SUBSTRATE OR 0099 IN DIA NAILS. 3) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE QUANTITY LISTED WITH NEXT LARGER SIZE. SHIM AS REO'B. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SWIM EQUALLY SPACE - MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (T YP.) 53WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USELATEXCAULKBEMINDWINDOWFINATHEAD. SILL L JAMBS. TI USELATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE. 8) GLASSTHICKNESSMAYVARYPERREOUIRCMENTSOFASTME130DGLASSCHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 9) GENERALALUMINUMS1100SERIESPICTUREWINDOWISSHOWN. THIS PRINT ALSO APPLIES TO1900SERIESPICTUREWINDOW. 6' MAX. ( TYP.) 6' MAX. ( TYP.) ---- ELEVATION VIEWED FROM Er.TER1OR ONE BY WOOD NOS: CAULK BE7VEEN BUCK BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIV. MAX. WOOD BUCK 6 ALLOWABLE SHIM STACK TO BE 1/4' MASONRY OPENING INSTALLATION ANCHOR 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, BT OTHERS 3/16' DIA, iPP[ON USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. a) USE LATEX CAULK FOR PERIMETEP. SEAL AROUND EXTERIOR OF WINDOW FL -GE. SHIM AS REO'D 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GL-SS CHARTS. CAULKBETWEENWINDOWSEENOTES) 61 DESIGN PRESSURE CAPACITY OF WINDOW t INSTALLATION IS LIMITED TG 40.0 PSF. FLANGE t WOOD BUCK 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING. USE 3/ I6' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE HIN. 1-1/4' 1EMBEDMENTINTOSUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORN[RS L 2/' O.C. MAX. CONCRETE OR BE TVEEN. MASDNRYOPENINGOTHERS 1-1/4• MIN, dB) BUILD DOWN AROUND CURVED PORTION OF WINDOV FRAME TO BE ENGINEERED BY OTHERS. BY EMBEDMENT BUILD DOWN MUST BE Or SUFFICIENT STRENGTH TO ADCOUATELr TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO UNIT USE OF THIS T TI/A- HAx PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS i SMCH SPACE THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEM. EXTERIOR FINISH) I7'LO.RpIDAB.O.A-F. BY OTHERS TC,ENTarRAI,F. MANUFA.CTMER NAME:A, PERIMETERCAULKBYOTHERS t"tIS8G FLANGETYPEFLi WINDOWFRAME HEADERGLAZING ( TYP. SEE NOTES) WINDOW EXTERIOR BUCK HEIGHT ME IGMT 1HEIGHT HE SHIM AS PEO'D 2 SEE NOTES) FLANGE TYPE WINDOW FRAME SILL ONE BY WOOD 1 PERIMETER CAULK BUCK BY OTHERS BY OTHERS I WINDOW WIDTH SHin SPACf ELEVATION BrTORH R5 INISH J ° VIEWED FROM EXTERIOR CAULK BE7VEEN WINDOW 1-11 HIN. FLANGE L WOOD BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASDNRY OPENING 3/16' DI.. TAPCON By OTHERS I CAULK BE TVEEN WOOD BUCK B MASONRY OPENING BY OTHERS SECTION 1 I n 7_ 7i IL 0A-'- IR[VISION GAI HIM SPACE SHIM AS RED'D 1-I/•• MIN. SEE NOTES) EM3EDMENT FLANGE TYPE r- CAULK BETWEEN WINDOW FRAME WOAD BUCK t JAMB MA $ OPENING O BY OTHERS4GLAZING( 111 ` INSTALLATION ANCHOR SCE NOICS) 3/16' DIA. TAPCON ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS EXTERIOR FINISH CAULK BETWEEN BY OTHERS VINDDV FLANGE VDOO BUCK VINDOV VIDIN CONCRETE OR MASONRY OPENING SECTION 2 BY DTHERS WINDOW WIDTH -- 1 ELEVATION VIEWED FROM EXTERIOR 1001 W. Crosby Rd. • Carrallim, TX 75006 • P.O. Bas 819012 • Dallas, TX 75381 INSTALLATION DRAWING ONE BY BUCK SERIES 1450/ 1550 DESIGNER PICTURE WINDOW a..NN Al c.m tc c BB N/ A C [F B•1L Cv4 w'if: 31 I ECN _ 3/20102 B I GEN—OD2 SHEATHING BY OTHER`. CAULK Bi EXTERIOR F 8Y OTHERS PERIMETER CAULKBYOTHERS FIN TYPEFRAMEHE FM TYPE —- FRAME SILL / PERIMETER CAULK J BY OTHERS B INSTALLATION ANCHOR SCREW (TYP.) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN - SHEATHING BY OTHERS I L'OWNRS VSTALLATION OR SCREW (TYP.) SHIM AS REO'D. SEE NOTES 1/t- MAX. 1 SHIM SPACE INDOwHEIGHT 11/t- MAX, SHIM SPACE SHIM AS REO'D, SEE NOTES 1- MIN. ` 7 X FRAMING EMBEDMENT BY OTHERS SECTION 1 N0' 1) DESIGN PRESSURE CAPACITY OF WINDOW k INSTALLATION IS 40.0 PSF. 1) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING O.C99 IN. DIA NAILS. PLACE .099 NAILS 6' FROM CORNERS MAX. @ 8' O.C. MAX. BETWEEN. j) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD. FRAME OPENING WITH Two BY WOOD STUDS. USING 18 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1 IN. EMBEDMENT INTO SUBSTRATE. PLACE SCREWS 6 MAX. FROM CORNERS k 2A' CC, MAX. BETWEEN. t) SHIM AS REO'O. AD:ACEN'T TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4. 51 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 E) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAt.AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CUSS 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 15 NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFICURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA B.O.A.F. MANUFA:&URER NAME: FNEIP.a Al /.n.T /./ 1 d MASTER TME # 02 i- WINDOW WIDTH =1 WINDOWHEIGHT o 0 ELEVATION VIEWED FROM EXTERIOR 1/.- MAX. SHIM SPACE TWO BY FRAMING SHIM AS REDO. BY OTHE11RS FIN TYPE—F---`- FRAME JAMB IN EMBEDMENT SHEA71NG BY OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS zETERIOReINsrALunaN ANCHOR SCREW (TYP) WINDOWWIDTH PERIMETER CAULK 8Y OTHERS - SECTION 2 I HE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN -ODD BUCK & MASONRY OPENING BY OTNERS ONE BY WOOD BUCK BY OTHER CAULK WINDOWFLANGEBETWEENWOODBUCK CONCRETE OR MASONRY OPENING BY OTHER - EXTERIOR FINISH BY OTHER PERIMETER CAULK BY OTHER FLANGE TYPE WINDOW FRAMEHEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR BUCK WIOTH // 3/16- DIA. TAPCON EMIBEDMENT FLANGE TYPE 1/1 SHIM IIr SHIM AS REO'D. SHIM AS REDD WINDOW FRAME SPACE MAX. I (SEE NOTES) Q ( SEE NOTES) JAMB I Q CONCRETE OR Q MASONRY OPENING 1 1/4" MIN. BY OTHER ENBEDMENi 1 3/1fi- DMAIOTAPCONOR PERIMETER CAULK I QBYOTHERS _ CAULK BETWEEN i 1- SHIM WOOD BUCK & WINDOW WIDTH +{ MASONRY OPENING sa.LCE MAX. BY OTHERS W HE PRE CAST SILL v a a BY OTHERS CAULK BETWEEN W1NDO. FLANGE PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD MO ADHESVE SEALANT N07ES: EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINISHBYOTHER WON -BUCK SECTION 2 ANCHOR (iTP.) H J K NDOW g / IGHT L11 1 1 WINDOW 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/42) WINDOW -RAMS MATERIAL: ALUMINUM ALLOY 6063 3) USE LATE% CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EOUAL 1) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULKATFRAMESILLMUSTCOMPLYWITHSEALANTMANUFACTURERSRECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1180 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING CLASS. 8) DRAWING APPLIES 70 INSTALLATON OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16" DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MIN.1-1/1 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4 MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OVANIITY LISTED WITH NEXT LARGER SIZE. . ELEVATION VIEWED FROM EXTERIOR D F 2 G 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 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 1 40 40 H,K I A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K .8,C.D,F,G CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: agG /CEA-L MASTER FME # g DATE v++WG NwME ILWnd+ e. 3/20/02 I GEN0027 N..na. co,. .n .,Rw.uo... .....,. ,.,, .,_.,,...o,e. nru .-PL I•ea Aoe-cxa •w t•aa •ea-cw 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/42) WINDOW -RAMS MATERIAL: ALUMINUM ALLOY 6063 3) USE LATE% CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EOUAL 1) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULKATFRAMESILLMUSTCOMPLYWITHSEALANTMANUFACTURERSRECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERAL ALUMINUM'S 1180 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING CLASS. 8) DRAWING APPLIES 70 INSTALLATON OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16" DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MIN.1-1/1 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4 MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OVANIITY LISTED WITH NEXT LARGER SIZE. . ELEVATION VIEWED FROM EXTERIOR D F 2 G 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 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 1 40 40 H,K I A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K .8,C.D,F,G CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: agG /CEA-L MASTER FME # g DATE v++WG NwME ILWnd+ e. 3/20/02 I GEN0027 N..na. co,. .n .,Rw.uo... .....,. ,.,, .,_.,,...o,e. nru .-PL I•ea Aoe-cxa •w t•aa •ea-cw CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: agG /CEA-L MASTER FME # g DATE v++WG NwME ILWnd+ e. 3/20/02 I GEN0027 N..na. co,. .n .,Rw.uo... .....,. ,.,, .,_.,,...o,e. nru .-PL I•ea Aoe-cxa •w t•aa •ea-cw SHEATHING CAULK BETWEEN FIN SHEATHING 2 X FRAMING BY OTHERC G BY OTHER BY OTHERS CAULK BETWEEN 9 SCREW 'NSTALATION I' MIN_ T 1/a MA%' I SHEATHING & FIN SHIM AS REOD <--HIMSPACE BY OTHERS ANCHOR (TYP.) SEE NOTES) 2 X FRAMINGExTERIORFINISHErOTHER$ BY FIN TYPE.1"MIN. OTHERS FRAME EMBEDMENT ERIMETE.'. CAULK BY CiHE.<7 iiWINDOW WIM SPACE JAMB. r L-AAJrqe SCREW INSTALATION FiN TYPE I ANCHOR (TYP.) VNDC,l SREO'D FRAME HEADERNOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIO PERIMETER CAULK HEIGHT BY OTHERS XT RI R FIN TYPE SECTION 2 vnNOOwFZIL 6-MAX.(TYP).— EOUALLY SPACE 6' MAx.(TYP) ANCHORS (TYP. HEAD. SILL, B7SILLO TN= OI No PERIMETER CAULK I ` 1/4" MA Bt OTHER X. SHIM SPACE SHIM AS REO'D I IN SI CREW ( SEE NOTES) WINDOW INDOW \ INSTALATD\ ANC —OR ( TYP.) HEIGHT 2 %FRAMING \ By OTHERS \ x 7Ez ORB:N5:- BY 0- HERS CAULK BETWEEN COMPARATIVE ANALYSIS & ANCHOR CUAN TITY CHART vnNDO'W SIZE DESIGN PRESSURE g8 SCREWS REOD. 099 NAILS RED'D. IPJCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH. HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 . 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 1 40 3 1 3 4 1 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 4- WINDOW FIN & } Tr'TT 1' 1G {y A SHEA--0NG SHEATHING 0 2 0.AiC 1Vil LLI].lil,. 1 LOMDA B.0—AL , BY C- HER 1- MIN. 0 EMBEDMENT i MAI 1i.J'AC UR]ER MOE e SECTION 1ANCHOR (TYP.) 4' J L u./l^(//% NOTES24 D.C. 1) S=L• AS R"LC'D. ADJACENTTO EACH INSTALLAT;O\ ANCHOR WITH LOAD MAX.(TYP). I AST ` FILE } B'e;RINGSHIMMAX, ALLOWABLE SHIM STACY TO BE 1/6'. -11 2) w:.00W FRAME MATERIAL ALLOY 6063 WINDOW WIDHT 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARC'JN0 EXTERIOR OF WINDOW _ FF. u1E. 5) GLASS THICKNESS MAY VARY PER THE REOUIPEMENTS OF ASTM E1300 ELEVATION Sn GLE GLAZINGISSHOWN. INSULATING GLAi= IS .ALSO OUALIFIED. EXTERIOR 6) DR'+ MNGAPPLIESTOINSTALLATIONOFFINFRAME —A JW IN WOOD FRAME OPENING VIEWED FROM EXTERIOR._ • ..... '*F Mal V. D,In1 ed. E,mw,N TS75Wf.F.O. b. 1190Z7. Owlet it 7591 Wl- TWO BY W000 STUDS USING 099 IN Du Na:_5 .CFI_ /8 SCREWS OF SUFFICIENT -A LE'.;- TD P.? v1DE MIN. t' EM3EDMENT INTO 5VE STR?'L. INSTALLATION DRAWING WOOD FRAME STRUCTURE 7) If -TACTWINDOWSIZEISNOTLISTEDINCNART, ;SE —CHOR OVANTITY LISTED WITH NE. LARGER SIZE. SERIES 1190 /1980 MODIFIED HORIZONTAL SLIDER 8) GE.E' a AL ALUM-NUM'S 1180SERIES HORIZONTAL S'_DE= :S SHOWN, THIS PRINT ALSO ' / ORN SALE AF= ES TOTrr1980INSULATINGCLASSHORIZONTALSL:DER SERIES. CnKp BB N/A 10, v-p D- OqN NGESER D.:I S, IIC ve. 103/11/02 I GEN-002? DWG N0: GEN-0452 MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) m SECTION L1 EXTERIOR INSTALLATION MULLION ANCHOR ANCHOR TYP.) BRACKET CF,li 1J[11'aL FL® 6i B. 0— A.CTU ER N 0 rT MULLION II I DIE NO. 1445 I II I I II I I II I I II I II I I INSTALLATION ANCHOR TYP.) TES. FH E 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 A -A Sr. ELEVATION 6A P 41 SEE NOTES 2 & #3 SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD 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: _ _ _ _ ORN: JS APRVD: — — — — DATE: 3/1 % /02 DWG NO: O SCALE: HALF MATL' - - - - WI/FT: — — — — GEN-0452 PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROw, FLORIDA 32746 PHONE 407-805-0365 FAX 407-005-0366 i , k p-z" 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 MULLJON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020122 FEB. 19, 2002 02-0217 kA rt GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 DWG NO: J—OY'51 MULLII ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP.) 8 SELF TAPPING SMS (TYP.) IwuL LIUN DIE N0, 1446 SECTION A- A MULLION ANCHOR BRACKET o v v a a 4 4 SUBSTRATE M JLLI ON DIE N0. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES 2 & #3 v 1— 7 /8 "---, SECTION B-B CENTRAL FLORA B. O.A.F. jMANUFACTURER NAME. - EXTERIOR ELEVATION -- E MASTER FILE 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C OR 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: J S APRVD: — — — — GATE: 3 / 1 ' • SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT IN ITO WOOD FRAMING. WT/FT: SCALE: HALF MATL: ---- DWG NO: GEnI—v'_:i PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHROYY, FLORIDA 3274i PHONE 407-805-0365 FAX 4:7—?;5—J'_ci SHEATHING BY OTHERS STUCCO JORSIDING BY OTHERS PERIMETER CAULK BY OTHERS LO IDT4 -- SHIM AS RE1010 INSTALLATION ANC..CP. —"--- DOGR WIDTH /<' MAX. SHIM SPACE TWO BY WOOD SEE -NOTES) .2 SC.;1-1/8 HIM- BY OTHERS" EM3E DMENT CAULK BE DOLE FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING BY OTHERS COOP. FRAME JAMB SLIDING GLASS DOOR HOOK STRIP 1?\ fl \ 1 \ I I SHIM SPACE SHIM NO ES) SEE NOTES) 1-1/8• MIN. - EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ DOOR HEIGHT SLIDING GLASS I' DOOP.-FRAME SILL D 1 L EMBEDMENTD A I d A 1-1/4' M!N.' ApA o D I LIBERALLY APPLT CAULKING UNDER SILL OR SET SILL, IN BED !NSTALLATICN ANCHOR COI , OFCONCRETE3/IS' )IA. TAPCON INSTALLATIONANCHOR R8 SCREW TEMPERED GLASS CAULK. BETWEEN T YP.) DOOR FLANGE L SHEATHING iNSTALLATIGM AN' HCR AS SCREV TWG BY WOOD BY OTHERS CAULK BETWEEN HOCK STRIP L SHEATHING 1- 1/ 8• MIN. EMBEDMENT SHEATHING • BY OTHERS PERIMETER CAULK BY SHEATHING BY OTHERS TEMPERED GLASS OTHERS STUCCO TYP.) STUCCO OR SIDING OR SIDING BY OTHERS ByOTHERS SLIDING GLASS DOOR INTERLOCK SECTION B- B HOOK STRIP DETAIL A N DOOR INSTALLATION SCRCIA( ALLOT 6C67. 2) O1-1/0'OSCR[IA MIST !E [f TUFFICIENr LENGTH TD KML WINO En rDHEH7 Df 1-1/B' INTO v000. TAC.IE TTPC INSTALLATION ANCHORS AT SILL MITT A Cr SUFFICIENT LENGTHTOA[HtEvE MIN EH THIS 7 [IF 1-v.• INTO NASOlRT [R CG.CRETC D1 INSLAILATIONANCHORCHARTCDN9ALIE.I U THIS SHEET. 1 USEIII. CCMIZED ACRTL IC CA(L-K ![MIND DOOR FLANGE AT UNDO L Jw lS. S) USE .cT DOZED SIZE ISCAU IS FOR PCR ANCHOR SEALUSE. A HOR IOR TI CQ'IST 6) IFEAACTDOORSIiCISNOTLISTEDInSIGNPRESSURE [HART, USEANCHOR OU.wiITT L[STED vI1H nE xT LARGER LIVE- FCR IZ AUSE CLO E DESIGN S RCP O. T) PLACEPOCAETD®1 SIZES USE . I. rST it*PASS DOOR SIZE L CONFIGURATION TO FINISHED OENIr4 B BPLACEINSTALLATIONAAAql . IN FRONT NE TS O STRIP AS T GLASS 8) GLOSSNITTHICKNESSAPOVVMSPERREOUIRE+G AS !K AST.N EGLAZED CLASS CHARTS. DOOR SILLISAPPROVEDUSINGTENPERCDGLOSSINTINGLEGLAZEDSINSULALERT1H4GLASS ID> JAM/ / SILL CORNERS ORE TO BE TEALn7 vITN A SN.LI JOINT rEw SEALER Il>. TH(N OT REC'0. AT EA SEi V INSTALLATION wCHORi NAx ALLOv1 hE SHIN Sf Kx TO4 1/.'. 1ZH ALLINSTALLATICNANCHORSMISTBEMADEOfCCRROSIOnRESISTwHAfCRIOttA1)1 V"ERE •x• REPRESENTS n v IMG PANEL w0 '0' REPRESENTS FIsCD PAS L APPRGvE0 C WIGURATICNS AREASLISTEDONANCHORCHARTONLACKOFTHISSHEET. 1.) NOT ALLC:NIGURATIEHS LISTED .30Vt ARE .— ON THIS DRAvING. HuvEVER INSTALLATION EXTERIOR ELEVATION SECTION: - A-A'. 'I -I' L HGCK STRIP 3CTAIL -PIT TO INSTALLATICN OF ALL APPROVED COKIGWIATtO.S. Z PANEL DOOR SHOWN TS) RORIDA CxTRUDEBT 1000 ;<RIES SLIDING GLASSOOGR iS SNOVN THIS PRINT ALSO APP INS TO 2= SERIES wD 300 SERIES. REVI DESCRIPTION DATE INI L 0 P, I D A IN TRI DOERS sarlFaRD FL. TITLE: SLIDING GLASS DOOR i INSTALLATION WITH = 8 SCREWS' I I DWYN BY:33 APPP.OVED BY: 12002ATE: 12/ I ii Dl (SCALE: NTS IDKG 4`LE.=27 cH: l =F = CONCRETE OR Sr.IH AS RE'C'D _ MAcE'NRY OPENING SEE NGTES) By C'r.E=S CAULK BETWEEN DOOR FLANGE L V11 " BUCK CAULK BE PERIHETER L.00D BUCK L OPENINMAS'G C AUL Y, bT Y OHERSBjOTHERS STUCCO BY OTHERS INSTALLATION ANCHOR RB SCP,EV (TYP. WHERE— TAPCONS ARE NOT REO'DJ SLIDING GLASS DoeR FRAME 7 SILLD In. A A , I 'jLLLJJJti d / A D INSTALLATION ANCHOR 3/ 16- DIA. TAPCON INSTALLATION ANCHOR B8 SCREv cT TP. WHERE ONE BY WOOD TAPCONS ARE NOT REO'D.) BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME JAMB D T i SHIM SPACE P SLIDING GLASS DOOR FRAME HEA TEMPERED GLASS ( TYP.)' DOOR HEIGHTD G EMBEDMENT d 1-1/4' MIN - LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A TEMPERED GLASS IT YPJ PERIMETER CAULK BY OTHERS S. G.D. WIDTH 111' H<%. 'HIM SPACE 1 1/4' HIN. EMBEDMENT ONE BY WOOD 1 BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK t HAS• Y. OPENING BY OTHERS SHIM AS REO'D. T`( SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE L WOOD BUCK A. CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONP, Y OPENING BY OTHERS INSTALLATION ANCHOR 7 CAULK BETWEEN 3/ 16' DIA. TAPCON WOOD BUCK B MAST. OPENING 1BYOTHERSSLIDING GLASS DOOR Q CAULK BETWEEN HOOK STRIP HOOK STRIP L Q WOOD BUCK I 1- 1/4• MIN. EMEEDMENT Q I Q ONE By WOOD — BUCK BY OIHERS STUCCO BY OTHERS A B.O.A.F.TEMPERED GLASS J TYP.) SECTION B- ('')ACrURER SLIDING GLASS D00R TIE. " s Y _•S. INTERLOCK MASTER FILE # CHOOK STRIP DETAIL 1) DOOR MATERIAL, ALWIMl1N ALLOY 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUTT BE OF SIIFFICICMT LCNGTM TO ACHIEVE HIM EMBCDNENI DF 1-1/4' :MID MASONRY OR CONCRETE, O) ALTCRNATE IAPCON INSTALLATION ANCHORS FRONI TO BACK IN ALL FRAME HEMBERS. 4) IAPCON ANCHOR CHART ON BACK OF THIS SHEET. 5) USE SILICONIZCD ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMIS. 6) USE SILICONIZED ACRYLIC CAULK FOR PERIMCTCR SEAL AROUND EXTERIOR OF DOOR 7) IF EXACT DOORSIZE IS NOT LISTED IN ANCHOR [HART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR IHE APPROPRIATE DESIGN PRESSURE REO'D. B) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DDOR SIZE L CONFIGURATION TO FINISHED OPCMIN4 PLACE 7NUCONS. IN FRONT OF HOOK STRIP AS SHOWM 51 GLASS THICKNESS -1 VART PER REOUIREKNTS OF ASTM E1300 GLASS CHARTS. 10) ALL F<TDRI APPLICD HOLES MOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED vITH EB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIM 5/8' EMBEDMENT INTO WOOD BUCK. lU DOOR WIT S APPROVED USING IEMPCRED GLASS IN SINGLE GLAZED OR INSULATING BASS 121 JAMS / SILL CORNERS ARE TO BE SCALED VIIH A SMALL JOINT SEAM SEALER. 10) SHIM AS REO'D. AT EA, SET OF INSTALLATION ANCHORS. MAX ALLOVABLE SHIM /TACK TO BE 1,..14) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. IS> vNERE •X' REPRESENTS MOVING PANEL AND 'DREPRESENTS FIXED PANEL APPROVED CONFIGURNS ATIOARE AS LISTEDON ANCHOR CHART ON BACK DF THIS SHEET. 16) NOT ALL COWIGURA1lONS LISTED ABOVE ARC SHOWN ON IMII DRAWING. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS -A- A'. 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN CDNFI G)RATIDNS' 17> INSIALLONE TAPCON IN EACH PAIR OF FACTDRI APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. ICE 9ACK OF IMIS IHEET. is) FLDRIDA EXTRUDERS IDODSERIESSLIDINGGLASSDOORISSH41WN, THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE JINI EXTRUDERS L L P IDAINT. INC. SANFDP.D FL. TITLE: SLIDING GLASS DOOR I INSTALLATIION WITH TAPCONS I I DPawN BY: BB I APPROVED BY: i I I •Tr. ) n T7C in; IC.-,) c. nITC ., ), .. rvnn-,N TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD 8 SILL QUANTITIES 1N 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 I 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4.068 xX. OX, X 48 X 80 3 3 3 4 4 4 3 3 4 506E xx, Ox. X0 60 X 80 3 3 3 4 a 4 3 4 4 6068 xx, OX, x0 72 X 80 4 4 4 4 4 a 3 4 5 6068 xx. Ox, X 96 x 80 5 5 5 4 4 4 3- 4 5 1006? xx Ox XO 120 X 80 6 6 7( ) 4 4 4 3 4 5 5080 XX, X, XO 60 x 96 3 3 3 5 5 5 4 5 6 I 15 ISOSOXx, Ox, XO 96 x 96 5 5 5 5 5 10080 xx OX, XO 120 x 96 6 A 7 (T)) 5 5 5 a 6 6 50100 XX, OX: xO 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, XO 72 X 120 4 4 4 6 6 6 6 7 8 80100 xx. x x 96 X 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 x 80 7 17 9 02) 4 4 4 3 4 5 15068 OXO 181 1/8 X 80 8 O D3) 4 4 4 3 4 5 9080 OXO I09 1/8 X 96 5 6 5++.4 4 6 6 12080 OXO 145 1/8 X 96 7 8 (D1 9`5)=' 5 r7. n. i r. u:..5 .• i;j5 4 6 6 150BO Ox0 181 1/8 X 96 8 5 5 5 4. 6 6 90100 OX 109 1/8 X 120 5 5 6:: _N.T1 6=..:'+ 1$1"=L DI) 6 8 10 120100 OXO 145 1/8 X 120 7 9 ( ) 10 ( ) 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 X 80. 5-:-.,-- _ g• .._=. 4 - 4 — 4 3 4 5 12068 XXX 142 5/6 X 80 7 7 8 (DI) 4 : 4 4,. "; 4 3 4 5 15068 XXX 178 5/8 X 80 8 4 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (D1) 9 (D2) 5 5 5 4 6 6 15080 xxx 178 5/8 X 96 8 11 (D3) 13 5 5 5 4 6 6 90100 xxx 106 /8 X 120 5 6 6 6 7 6 8I 10I120100xxx1425/8 x 120 7 na 1n ( 6 6 7 6 8 10 10068 OXXO 119 5/8 x 80 6 6 7 (DI) 4 4 a 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 (DI) 12 (D3) 4 4 4 3 4 5 10020 xxu b X '7b b 6 7 (D1) 3 7 4 b b 12080 OxxO 143 5/8 X 96 17 8 (DI) 9 02) 5 5 15 4 61 I 6 16080 OXXO 191 5/8 X 96 9 ip (n ) la (D5) 5 5 5 4 6 6 100100 OXX 119 5/8.x 120 6 6 7 (DI) b 6 7 cDll 6 5 IC 120I00 xx0 143 5/8 x 120 7 9 (D2) I 10 (D3) 6 I 6 17 I160100OXXO1915/8 x 120 10 (Dll 13 (U4) 16 (D7) 5 6 cDI) 6 8 10 12068 xxxx 141 1/4 X 80I 7 7I 8 (Dl) I 4 4I 4I 3I 4I 5 16068 Xxxx 189 1/4X 80 9 (D1) 10 (D2) 12 (D4) 4 4 4 3 4 5 10080 xxxx 11 1/a x b 6 7 (D ll 5 5 4 6 12080 xxxx I I 8<D1) S3(D]s) I 5 I I I I I 16080Xxxx1891/a X 56 9 cDl> 5 S a 6 6 100100 xxxx 117 I/4 X 120 b 6 7 (D1> 6 6 7 (DI) 6 8 10 IRMO xxxx I 141 i/4 X 120 7 I S (Dll. I 10 (r) 6 I 6 17 (DI) I 6 I 8 I 10 160100 XXXX 189 1/4 X 120 10 (D2') 13 05) 15 (D7) 6 6 7 (Di) 8 t0 V WIlm EEBANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THP,U 'D7' DESIGNATES IN WHICH SIZE & CONFIGUPEATIONS TWO TAPCONS ARE PEO'. 2) ' DI" MEANS, INSTALL TWO TAPCONS IN ONE SET OF INSTALLATION HOLES. 3) " D2- MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) " D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS 1N 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 8 SILL NEAP- JAMB CORNER., IF NEEDED. C: LOCATIONS IN HEAD b SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD S SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A 8 B. r l O P 1 L A EXTRUDERS F INT. INC. SANFORD. FL. SLIDING GLASS DOOR. TAPCON GLASS CHART e: r_:•_:.e CIViL N.T.S.Ex9r,- GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70. 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 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 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 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 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 yy O/ - MULLION ANCHOR BRACKET WINDOW FRAME SILL TYPJ WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYPJ 8 SELF TAPPING SMS (TYP,) MULLI N DIE NO. 1447 F6iiGkfiAp Rk 6Alb1 1RVT0 RER • 1 e FILE # 6 SEE NOTES 2 & #3 , 1-1v"- i DIE NO, 1447 SECTI N r DWG No: GEN-0453 INSTALLATION ANCHOR TYPJ SUBSTRATE 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. TI N ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. 0 I 2) IN MASONRY CONSTRUC CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, T ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INT WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTI N B-B IS TYP. AT JAMBS. GENERAL_ ALUMINUM CORP CARR LLTON, TEXAS TITLE+ FIN HORIZ NAL MULLI N INSTALLATION DETAIL t ALUMINUM TUBE MULLI N, DIE NO. 1447 EXTERI R ELEVATIONC AREA DRN BB APRVD___- DATE3/17/02 iv WT/ PTi SCALE HALF HATL DWG NO, GEN 045 f- PRVAiRE4.w ROOT TECHNOLOGY CORP. 250 INTERNATIONAL PKWY., HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 Tk ti 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CAD20040 12-Jan-2002 01-1201 IDWG ri0: 1 04D-0 MULLI, ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP. ) 8 SELF TAPPING SM S (TYP.) IVI ULLI UTA DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET o v v a 4 MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) 41 1 v v ; ; ° SEE NOTES a #2 & #3IIQ EXTERIOR ELEVATIONMANUFACTURER y ° MASTER F' i' NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG ..AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON" TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION 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 rARE ---- DRN: JS APRVD: — -- OATE:3 1?% FRAMING. : HALF MATL. ---- DWG N0: GE+: C,- 0 PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-_75-03c: 1 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 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 ONLYTO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY. PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805M66 CA020037 JAN.11, 02 01-1201 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 CA020038 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 IN I< 7 S 1. TESTED IN ACCORDANCE WITH STANDARD BUILDING CODE. O-OPTER 17. TO A POSITIVE AND NEGATIVE 37.5 PSF. 2. D.AS4 NLJABEFIS REPRESENT VARIOLS SECTION HEIO47S. 3. FOUR SECTION 7' HlfiN DOOR SHIO/N. 8' H16i DOORS HAVE FLUE SECTIO S 4. SECTION HE IOHT OF 20.812. 19.00 ! 16.75 ARE AVAILABLE AND MAY BE USED IN C'O•B INr. T ION TO A041EVE VARI OLS HE DOORS. 5. EMEOSSENT PATTERN OF 14.50 X 20.375 SHONN. ALTERNATE PATTERNS OF 12.50 X 43. 375 AND 12.50 X 20.375 MAY BE ISED. 6. TORSION SPRINGS SHOWN- EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002, ON 8' HIGH DOORS CNLY. 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION IK4kDIATELY BELOW THE TOP SECTION. 22'• XX 4'' WOOD611= WOODAA6OR EOJIVALENT VP/ N405964-0001 TRACK BOLT 5116 X 1 3/4'REF LAC SCREW SCALE: 1/8 9. THE STRUT PLACE6EN1 ON C100RS CCNSTRUCTED WITH 5 OR ADRE SECTIONS AIJST BE tnto• WITH THE ODOR SHOWN. THE STRUTS FOR THE ADDtTIDNAL INTE TJT A REV SECTIONS SECTIONS ARE TO BE PLACED AS SFOwN ON THE THIRD SECTION. E R FOIE B REY 10. A{ STRUT PLACIDANT DIAfNSION ON ALL SECTIONS LESS THAN 20. 812' A4 RED JCEDBY THE DIFFERENCE BETWEEN IHE ACTUAL SECTION WIGHT f 20.812'. 11. SCREW P/N 605911-0001 IS A 114• CIA X 5/8' LONG TYPE AB HEX HEAD AETAL SCREW e® 12. POST TO BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSI 1J. SIRUT PLACEAENIS CAN VARY z3'. 14. CUA NTI I FOR LOCKS CAN BE 0, 1, OR 2, TRACK 9s8 END HINGE 2. 09 3J- 000 I II VIEW " D-[Y 1/8" DIM 2' TRACK 049 11-K (VERTICAL) I 311E-. j SECTION "C-C" 2' X 6' WOOD JM 9 2+ X UI WOOD JAA6 "D' SCALE: 1/2 OR EOUI VALENALENi, I ZCNTAL TRA(3C COLNTETSALANC.' E ' 12 R OPTIONAL SPLICE IN HORIZONTAL TRACK AT 407605-0004--, TOPOFRADIUSTYP2PLCS404828- 0003 D" TYP 2 PLCS 405964- 0002 407605- 0003 TYP 2 PLCS 404828- 0003 PENIN3 / Elan TYP 2 PLCS LVK,ESJ I i 18. 5 405964-0002 a 400650-000 St HS-1 TYP 3 PL LEENINO LEL(HT... _ _ .. 4076(IS-0002 T7P"" 2-PLCS.. utN$ tr 046450-0003 404828-0003 TYP 2 PLCS 5. 00 36.00 E STANDARD TRACK DETAIL FOR 16' 405771-0001 404328- 0003 SCALE: 1116' • 1• TOA FIXTURE i t OPTIONAL WINDOW DETA11-11 SCALE: 3/32 LATE SHAFT 400650- 0004 TOP ONLY rSPR INC; ANCHOR EMRACXETI- i DETAIL " F" SCALE: 1/4 IT6' WIDE) LER SEE NOTE4 CENTER STILE P/N 408680-0004,5.E a2 3PLCS) r407603- 0001 9PLCS) 401199-0001 T YP2 PI T_S I jm uetnj jrorua rnmj --I 4041528- 0003 Z 1 mokx will16- 0- MAX. WIDTH P/ N 409327-DO01 rE SERIES 280 TH?U 289 ARE EQUIVALENT CA'VSTRL.CT1CN 25CA STEEL SERIES 180 ARE SAW CLYdSTfiLCTICN AS SERIES 280 ONLY 240A STEEL ANDETDCAPSDOOR TESTED WAS 281 SERIES. DOCK WIDTH CENTER STILE ETD STILE aa; STRUTS/SECT. I ROLLER 1/ERTICAL T FONT) HARDWARE Jg16' 3 SINGLE YES HE 2" X 7/18• 049" T00 STD. SCALE: 1/18-1- INTERIOR ELEVATION 1H Irw wont RewGl Irrpwtta a Mf wv' rQtA( tI0E1n O Y•M» Om1 mrpyt to YIMre M H \Mm P mIIEpR 1rt r• • ••'w anmw ADO tutrA WHIR wweo w.. pp Wvet R rtatmsm A Hb H ravetttrrW Ola00®1Elr• nItOA M dr0 atJrnO ®t fMtla Mla toa 404828- 0003 / law ta: AIY(x JT$ O1/ N/ A DAVID•FA 021 tf. NR• w1o.0 P: NONE„ wtEAW DAV ID FAW 02l 1LSE J3E r y I ---1 7/8' THC. SECTION " A -A" SCALE: 1/4 DESIGN LOAD 25 PSF ± Navel TEST LOAD 37. 5 PSF ± I GHT SERIES' 280 t 180 RESI %T DR 18'-Q' MIAX WIDTHNOIb'IO 1°"" p- 409335 I- J:.B 1. s 2 t 1 STRUT 0 DOORSECTI ON , I 0 1 1 I 7' HIGH DOOR0575 4- 5/16 X 1 3/4 0 LAG SCREW O 0 6.04 P O 1- 4 . oo--I PIN 409328-0001 PLATE.HA-SPm R" PER w 1053106/98 0 0 REr PER w 1D141 3113/66 C c REv PEIi w 10/52 DEW 211/ 32' I 2 7/76 1/8 . 091 MIN-- t— 2.25 F LENGTH DOOR WIDTH - i' Irw- 0 00 2T1' 0 9 O LO1IffE/32 1 7/ I Of 17 5/ 8 MIN THC 4 5/8' 070 MIN-4— o O O 27/i6' P/N 400650-XXXX, ROLLED FS-X STRUT P/N 401199- 0001, TOP FIXTURE Pm 405771-XXXX BOT. FIXTURE PART N1.9ER IN.TFK STRUT F 3. FOR 180/280/ 290/390 SERIES 400650-0001 .0 To HS-t ATTACH TO DOOR WITH 400650-0004 .020 HS-0 4 SCREWS P/N 605911-0001 ATTACH TO DOOR WITH 3 SCREWS P/ N 605911-0001 P/N 061601-0000. SLIDE LOCK ASSY 0575 REF 0 0O O 6. 00 0 0 L- 5.00—+ J P/N 409331- 0001 PLATE. FLOOR n// Pf1`sST iLSSY SHOWINGFLOOR PLATE P/H 409326-) O= POST ASSY, VERTICAL 2 9/32 070 MIN 000 3 3/ 16 o 0 OHO 4 7/ i6 F P/N 407603- 0001. CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS P/ N 005911-0001 LATE 2.765 156 CIA 3.00- { .375 DIA P/N 608069- 0001 PIN 2 9/32 H' 0770T-M- IN- 1 000 3 3/16 0 o 0 PM 407505-)COCK, DO. HINGE RESID. STEEL DOORS P RT MAGER ' Fr 407605-0002 .85 r--r-1 314' 0 0 T. H 100 MIN—lf P/N 405964 k 046450. BRACKET, SCAB PART. NNFIER -L 405964-0001 3- 1/4 046450-0003 4' 1 C 108 MI 144r P/N 405964- 0002, BRACKET, SCAB JOINT SCAB BR4CKET DETAILS 407605-0001.10 4.56—+{ 407605-0004 1.35 407005-0005 1.w ATTACH TO DOOR WI TH 1.880 J- L rrF -•^_T I .T r1 XF rO' 4 SCREWS P/N 605911-0001 1_V `..c 0 e w 4 L ,sw f ot: ur7 4t .44 w P/ N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LBS. VAX. 6.25._..._-.__ —._ ..__ 1.25 i , 0 00 25 LTP/ N 408379- 0001 LINO 157 X.. 25 F T. 50 REF I O 0 4. 00 Q O 375 DIA 4 HOLES P/N 408876-0001 SLPPORT ia e ram. r' rw s. 0AP B7944--0001, 2. 3TERSTILE STD ON 180 SERIES PM 408680-0004,5,E <;A NOT. -RE0'D ON-280 SER --"!'--- 105911-0001 OR cap` 1105879-0001(SELF-CRILLINGI '• i -C= /-!'(} • 1SECTION 'G-Go STEEL STRJTS 16- WIDE DOORS) WA DAVID FAN 02/ 19/>76 eWw» 4-4093 1 o r a/a: 4 EACH AVID FAX 02/19/SIB }/ ; 1 — 0 1 3 M I A M I DADE NI IAM I-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING . BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33I30-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2903 Premdor Entry Systems CONTIL%CTOR LICENSING SECTION 911 E. Jeferson, P.O. BOX 76 (305) 373-2527 FAX (305) 375.2553 Pi urgh ,KS 66762 Your application for Notice of Acceptance Entergy 6-8 S-W/E Inswing Opaque Sin under Chapter 8 of the Code of Miami-Dac CONTIL\CTOIt ENFORCES IEWr owisION 305) 375.2966 Fib.\ (305) 373.2908 I'ItODucr CONTROL DIVISION 305) 375-2902 FAX (305)3 72.6339 ulated Steel Door Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.16 EXPIRES: 04/02/2006 Raul xoarlguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COrVIMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set forth above. u APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Officc PRODUCT PRD R 'nD RR HURRICANE COOS ; MM-EDGE STEEL DOOR In WOOD PRR'ff 6 PRODUCT CERTIPICRTIOn SHEET 4, 1(o .DaDv t4-C.."j. Valid for the following side -hinged door arrangements: ocoRs - see,, nomim HEIGHT: Single Door with Sidelite Single Door with Sidelite on Hinge side on Strike side DOOR STYLES: Single Door with 2 Sidelites . houble Doors JIM Flush Arch Top 3- panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel 0131111 BOB 13 El U-` Ll U0, 9-panel5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 13 CB 13 13 13 E3 13 0 13 13 EB 4 L J 11 1 680 Series 129 Series 200 Series 12R,12L,23R, 450 Series 152 Series 149 Series 23L,24R,24L Series IMPRCT F muLTI- ME- STL-WO-OP Entergy" Entry Systems Out C"firruinG Program of Product knPMve,,iM4 makes specilicattions, design and Product detail subiect to chandt without notice. Premdor Entry Systems ACCEPTANCE No.: 01-0314.16 APPROVED JE1N 5 nnt EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed. the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1020-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01115100, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South nori.,Building Code SFBC) in order to properly evaluate the instal la f is s tem Man el Perez, P.E. Product C r Examiner 2 Prod ontrol Division Premdor Entry Systems ACCEPTANCE No.: 0.1-0314.16 APPROVED JUN EXPIRES April 02.2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data; engineering documents, ace no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. C9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP . NC Manu Per z, P.E., Product Co ro Examiner Prod u ontrol Division 3 J 4' MA MA 15' MAX 15' MAX 15' MAX O,C. A 15' MAX O.C. 15' MAX 6' MAX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100' MAX 4' MAX 3' MA 15' 1AX E' 22' x MAX 15' MAX 64' DLO l5'_IS' MAX MAX 4' MAX 4' MAX 3' MA. MAX 14' MAX 0 1/16' i 14 ON Is1. HIND j —MAx 4' MA ON HINGC;[ MO Mf0ELE660ESERIES OR HARLOC DEADBOL DEL 820 1/2, KVIKSET LOCKSET MODEL DL200 SERIES DR HARLOC LOCKSET MODEL T00 31 3/16' T{ ON HIN6[S MT 14' _ 14' MAX MAX 4' 15' IS' MAX MAX 43 1 16' TOP OF DOOR TO ,T OF LOCK 5MlAX MAX 4' MAX 3' MAX 3' MAX 3' MAX 3' MAX NOTES: 4' MAX 4' MAX 4' MAX ' MAX I,) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A, WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. L.H. INSVING R.H. INSVING B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE MASONRY WITH OR WITHOUT A NON-STRUCTURAL BY WOOD BUCK. ALL ANCHORING SCREWS TO BE NIO WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE Nis VHERE VAIN INFILTRATION REOUIREMENT IS NEEDED I VHERE VATER INFILTRATION REOUIREMENT IS NOT NEEDED T-ositive NUT AP RUVLUx 76.0 psF x OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT i UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG 4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT VATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6, LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. uulcuLTssalu.rvc IEC 7. DOOR/SIDEL(TE HEADER, DOOR/SIDEL(TE JAMBS, AND SIDELITE BASE meaosuusaI Taz CORNERS ARE COPED AND BUTT JOINED. 8 DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST I x 1 1/2' MINIMUM EMBEDMENT PER HEAD L SILL, (6) PER JAMB TERNATE: 3/16' PFH TAPCONS 1 1/2' MINIMUM EMBEDMENT 1PLES SEE OTET5) A 80 I1/16' MAX MAX 148 x 1 3/4' F.H.W.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPi-V;VEO AS CC-APLYING WITH THE COUTHF I AOBUILDINGCODE OA E j By IvLl" iS1 PR00 TC TROLOIVISION(J BUILDING COOE CCAIPLIANCE OFFICE ACCEPTANCE NO.OI - 031L1' I (o INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PRENUR LNIKT Y LMJ 31-1020-EM-1 9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 911L.UTUM VATER-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. 1`11111A 1191v SHEET 1 OF 6 Tpr¢pwlu E INTERIOR FLU I IUN A -A INSWING pTHER CpNFIGURATIONS GLAZING DETAIL I1 6B 3/4' I I _ 68 3/e _ I- MAX Ij IF MAX TISHERVINVILLIAMS850A28EXTERIORGRADELATEXCAULK EXTERIOR APPROV=D AS COMPLYING Yt1TH THE INTERIOR SOUTH FL4RIDA BUILDING CODE [lDGli Ul[5 al[4 iVaC UlE4 at[4 St4IDrt IRS 4L : K 1 / DATE SUN NrINFF BYZA GLASS BITE 29 PRODU ONTROLDIVISIONPREMDORENTRY SYSTEMS BUILDING CODE COMPLIANCE OFFICE 511 E. .DtFRmt 1/8' TEMPERED GLASS ayX'FPTANCE NOD\'()31 ( I lc PIIIS9fk Q f6v 37 t/ 2' —H MAX 1-1020- EM-1 SHEET 2 OF 6 Qwslo+tUlte C 68 3/4' MAX 4' MAX t' MAX 4' MAX 4' MAX 3" MAX 33' MAX 3- MAX 4' MA IS' 14' MAX MAX 15' MAX O. C. 15' MAX O. C. 15' MAX D. C. 15' MAX O. C. 15' MAX D- C. II II 1 j4. I j-'MAX I 4' MAX-1 L- O 0 ir4 MAX 11- MA% 1-M4' 1 AX 15' MA I IS' IS' MAY MAY 6' MAX 3' MAX 4' MAX-:]3' MAX 3' ' MA% 4' MAX 4' MAX MAX n / V\ 80 11/16, MAX OTHER DOUR CnNFIGURATIONS IN' MAX 4' MAX-4• 4' MAX A. 4' MAX 4' MAX 3' MAX 3' MAX 3' MAX 3" MAX 4' MA IS' j MAX MAX 4' MA 15' MAX D. C. 15' MAX O. C. 15' MAX aC. 15' MAX O. C. 15' MAX C. C. II I I 14. i MA% I 4' MAX-1 L_ O O ir4 MAX I L11 nnxJ Hnx I II liFMAX I I5, MAY 15' MAX MAX Is" J_ IS" J 6' MAX 3' MAX 1 • 4' MAX 3' MAXMAX 3' MAX-3' MAX 4' MA 4' MAX 4' MAX Ax o x o 68 3/4• MAX 4' MA 4' MAX 4' MAX 3' MAX 4' MAX 3' MAX 3' MAX 14• 15' MAX MAx MAx MAX I r JL4' MAX 115' 1S' MAX 15' MAX D. C. 80 11/l6' 0 15' MAX MAX D.C. O IS' ' MAX D. C. 4' MAX 15' MAX D. C. MAX r'AX—'II I L MAX MAX AX 3' MAX- 3' MAX 4' MAX 3• MAX 4• MAX 4' MAX 4' MAX XD 80. 11/ MAX CC1. IPLYINGV14TH THE MAX O NG CODE FRODu t' CNTFOL DIVISION 911 E. FFERSON 8VILDIN f)OECOMPLIANCE OFFICE PITISM, a ( ACCEPT 10.0l-0 (.1Lo O 37 1/2' MAX 4' MAX 4' MAX MA% 4' MAX- 3' MAX I4' MAXTLT_/ MAX-- JJ. 15, MAX MAX O. 0 15' MAX O- C. 15' MAX 80 11 16" G.C. MAX IS' MAx CI- C. 15' MAX 6' f I i E4N 14' J I— 14' MAX MAX 3' MAX 3" MA 4' MAX 4' MAX X 31- 1020-EM-I SHEET 5 OF 6 REVISION LGIER am 1/4' SHIM MAX r— 3/4" 80 11/16" MAX INTERIOR 79 5/16" MAX B-B 2 BY WOOD BUCK 1 1/4" EXTERIOR MATERIAL ITEM NO. DESCRIPTION WOOD HEAD JAMB COMPRESSION WEATHERSTRIP WOOD STRIKE JAMB ALUMINUM -BUMPER THRESHOLD Q TOP CHANNEL STFFI SKIN BOTTOM CHANNEL WOOD LOCK BLOCK STRIKE STILE HINGE STILE LOCK PREP FILLER PLATE 4'x4' HINGE WOOD HINGE JAMB N10-24 x 1/2' F.H.M.S. N10 X 2' F.H.W.S. LIST PART NUMBER COMMENTS EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIV rM-pc; I nrvzrprrN npAAIn I nYCCAI gZSn (RanN71 M- 2 1 1/4' X 4 9/16' MTL TO BE PINE OR EQUIVALENT EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 26 go. (017 ID04 -.000) xrx llli[BIoo(SSSDPR 06t[TESI RIRRI 6 of BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft' EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ' EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENI EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 4) SCREWS PER HINGE INTO DOOR 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM T01 MAX 18' O.C. THEREAFTER , 10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM IC MAX 8' D.C. THEREAFTER 4) SCREVS THROUGH EACH HINGE INTO DOOR JAMB 6) SCREVS THROUGH EACH SDELITE JAMB INTO SIDELITE, 4' DGVN FROM TOP, MAX 15' O.C. THEREAFTER REFER TO ELEVATION VIEV, FOR I OF SCREVS USED AND LOCATIONS EM-28 15/16' X 1 11/16' MTL TO BE PINE OR EQUIVALENT 2) SCREWS AT EACH STRIKE PLATE KWIKSFT BRAND ?00 I OCK OR HARI OC BRAND IOO IOCK U SIDELITE WOOD STILE 19 N8 x 2' F.H.W.S. 0 LOCKSET 1 NOT USED ON THIS MODEL WOOD SIDELITE JAMB 22- X 64- SINGLE PANEL GLASS SIDELITE TRIM (WOOD) WOOD CASING WOOD SIDELITE HEAD JAMB WOOD SIDELITE BASE POLYPROPYLENE LITE FRAME D N6 X 1 1/2' PAN HEAD SCREWS Q PIN NAIL DOW SILICONE 995 LIMITS: UNLESS NOTED, FRAC. DEC. EXTRUSIONS UNLESS NOTED, STD. COM1. TOUS. 1 I FNF,INFFR: sr} 0'Enis C k9mi n E/g-1711- UPj L( NTROL DIVISION ( BUILDING CODE COMPLIAI-E OFFI ACCEPTANCE NO.( - i l EM-19 11 1/4' X 4 9/16' MTL. TO BE P EM-20 ILP tLU T MP,R` N rASrrKUrTLLNt t KAML— UL-109J — WUL-1 EM-21 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT 1/9' x V MTL TO BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USEEM-22 FOR 'SIDE BY SIDE JAMBS' AS MULLIONS EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT EM-24 1 1/4' X 4 9/16' MTL TO BE PINE OR EQUIVALENT. 1643, ODL-2 HP Polypropylene by ODL 18 PER FRAME SCREV SPACING TO BE 3' IN FROM EACH CORNER AND NETOEXCEED14' OC THERE AFTER. 3/4' LONG NAIL, V IN FROM END, MAX 8' D.C. THERAFTER, USED ON MULLIONS AND TRI ANG, B 1 DADE COUNTY MODIFICATIONS 1/11/01 A DDED PAGE 5 (DOOR OPTIONS) 10-1-98 PREMDHR TR ENYSYSTEM 911 E. JEFFERSON PITTSBURG, KS. 66762 31- 1020-EM-I A SHEET 3 OF 6 REVISION LETTER B 2 BY WOOD BUCK 1/4" SHIM MAX 3/4" T I (5--- 79 3/16" INTERIOR I MAX 80 11/16" MAX 2 BY WOOD. BUCK 1 1/4" EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1020-EM-I SHEET 2 OF 6 1 1/4" DOW SILICONE #995 APPROVED AS COMPLYING WITH THE SOUETM FL ` BI'IN y ESECTIONC-C 0" BY u PRODU T C ROL DIVISION BUILDING CODE COMPLIA"" OFFICE ACCEPTANCE NOCALK.•j 0 OTHER DOOR PANEL STYLES 0I Io- M A X 79 /16 00 goo Dn Duo ®® ®e® DD DD o0 000 ®® Boy DD DD OD DD DD000 MAC x DD 00 DD 80 ouo ®® v o 0 pp Duo ® DQ 000 00 00 00 00 Da BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH B-PANEL CRDSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL 4-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW V/SCROLL I OTHER SIDELITE STYLES 30,, M A X m 79 F/16" ' o 0 0 ME 1 D 0 D SL-ID SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80 Do aD ®® CG 9 DD ® ® H D8 00 DD DD 00 DD DD DD DD DD 00 00 00 DD DD 00 o 00 PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PD-15 PD-16 PD-17 W W F OLL 0 O S U O O ZZz u J O OS- m O W ZQccODWW w OILrul00 C,tu PD-18 PD-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PD-28 PD-29 PD-30 PD-31 PD-32 PD-33 PD-34 a o m cra m' < LIMITS LWSS NOTED, FRAC : DEC = ANC CKTRUSID6 UNLESS NOTCD, STD CUtt. TOLT 8® LIR REVISI1DiS DAIS 81 PART NONE PREMDOR ODOR OPTIONS Oft 81 J.D. DAiE / MAi'l- I SCALE 00 00 VDU DUD U0o 00 00PREMDOR ENTRY SYSTEMS 31-1020-EM-I PD-40 PD-4l PD-42 PD-43 PD-43A PD-43B PIIISM, KS 66762 SHEET 6 OF 6 PD-35 PD-36 PD-37 PD-38 PD-39 REVISION lET1CR