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HomeMy WebLinkAbout128 Calabria Springs Cove - BR02-002127 - SFH (A)ion &* . PERMIT ADDRESS a5Diri CONTRACTOR ADDRESS PHONE NUMBER Beazer Homes Corp. 215 N. Westmonts Dr. 32714 Altamonte Spring 407 )339-4114 CBC 053044 PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR C MECHANICAL CONTRACTOR •; PLUMBING CONTRACTOR _ MISCELLANEOUS CONTRACTOR FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # lot*- 21 n PERMIT DESCRIPTIOT PERMIT VALUATION DATE SQUARE FOOTAGE 7053$ Description of Work: __ SFR Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration ,Change of Service _Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines I t 19 Occupancy Type: Residential Commercial _ Industrial Total Sq Ftg: 52): Value of Work: $ 'i" 7-sC • Type of Construction: SF C K U Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: 1q - 30 (Attach Proof of Ownership & Legal Description) o Owner/Address/Phone:,T)leazeb^ )r7 rn ,es Qov-u- eS'rxy,4or. •r J N Y r.Arer', L 3'.r 1 l L1cl -' a _ 1 1.1 Contractor/Address/Phone: 3`ar} y C-Ir - 3.39- State License Number: (!,PC t 53C7 Contact Person: Am. C...o Phone &Fax Number: r1 _ q }-(^ g •, yp j _ t= AY. Title Holder (If other than Owner): Address: N 1 A Bonding Company: 1V bt" Address: Mortgage Lender:_ f, Address: Architect/Engineer r r, Phone No.: %-i"o7- -T -i 4 - 900_ Address: k 1 cDI co I C I Fax No.: 14 a"1-- -1-I L4 - ":e: 4 -7 -1 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencer) prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. Agent Date Print O is Name Signa o to of Florida Date Fto D. A. CLARK AR o MY Comm . 27/03PULIC CC 850099 ally Ilnown, U OtAa 1.deOwner/Agent is erso or Produced ID APPLICATION APPROVED BY: Signature of 'n actor/Agent Date f- Y\6r. Print Con is Name Signat ary-SmterofFlorida Date Le D. A. CLARK MY Comm Exp. G/ 3 No, 50099 Con ( I' wn to Me or Produced ID Date: _ Z Special Conditions: LIMITED POWER OF ATTORNEY DATE: :-6 _ R - O I HEREBY NAME AND APPOINT: ANGELO SANTIAGO and AMY CONDON EACH AN AGENT OF: BEAZER 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 PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: C `_a 1C.1-D v .avers 1 U -- lil. I. 1 O.-, AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS. JR. NAME OF CONTRACTOR.) SIGNATURE OF CONTRA OR.) STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: _ - C'-,-, BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA e7g. FloD. A. CtARK V27/03MYCommP' 0, cc 850099 1 *wwn t 100er LIN NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 4emint le County j l lSI Etlttkirstt. Imo; T -ITiIb utord 1'l. 327,71 44)7- S-7,506 VALUE SUMMARYGENERAL Parcel Id: 32-19-30-5LY-0000-0120 Tax District: S1-SANFORD Value Method: Market Owner: BEAZER HOMES CORP Exemptions: Number of Buildings: 0 Depreciated Bldg Value: $0 Address: 215 N WESTMONTE DR Depreciated EXFT Value: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value (Market): $27,700 Property Address: Land Value Ag: $0 Subdivision Name: CALABRIA COVE JustlMarket Value: $27,700 Dor: 00-VACANT RESIDENTIAL Assessed Value (SOH): $27,700 SALES Exempt Value: $0 Deed Date Book Page Amount Vac/Imp Taxable Value: $27,700 Find Comparable Sales within this Subdivision 2001 Tax Bill Amount: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 12 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 27,700.00 $27,700 OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem fax urposes. http://www.scpafl.org/pls/web/re_web.seminole county title?PARCEL=3219305LY0000... 8/19/2002 Iwo will NW1"WINism INNNNINMI*Noma FAsome Permit Number: —6 2 -...Z ( 2___1 Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To: Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT. State of Florida County of Seminole MIIRYANME MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04496 VG 1234 CLERK' S * 2002927105 RECORDED 08/20/2002 12:42:49 pM RECORDING FEES 6.00 RECORDED BY O Harford The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I . Description of property: Lot Number Ja Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 ppages 8 - 10, of the public records of SeminollCounty, Florida. Street Address 1r$ Q-4a-Va-b Y o, 5D 2. General description of improvements: New single family residence 3. Owner Information: Name Beazer Homes Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 4. Fee Simple TitleHolder: N/A 5. Contractor: Name Marcus L. Watters, Jr. Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 6. Surety: N/A 7. Lender: N/A 8. Persons within the State of Floridadesignated 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 theLienor's Notice as provided in713. 13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed: - I Q - 0 c$ignature of Owner's Agent, Amy Condon: --' scribed before me this I ' tia of 1 200;By Amy ondon, who is Dersor y verso to me. _ SigA r Notary Seal: C1 r4i1.D 1 UNY MAIR' YPINNF- 't ci. l tart OF C1zC,O ED. A. CLARK MY Comm 27/03 cc 850099 1 AIM", t 1 WIN I.D. 0 L 0 21 CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number.%10?L 2 Date- (` a.') The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: bf ,( Address of Job: Li I __ ( 2 — Plumbing Contractor: Residential: n t_ Non -Residential Number I Amount Addition, Alteration, Re air (Residential & Non -Residential) New Residential: One Water Closet Additional Water Closet tom Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in complialnce wA City of Sanfordrtambing Code. Applica l ignat re C,Cb _3-7 I State License Number CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the buildti.ng located at 128 CALABRIA SPRINGS COVE for which permit 02-00002127 has heretofore been issued on 9/10/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as 'r'iS t-; Al"ti, f ;. _ complies with all the building, plumbing, electr a zoni and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water Subdivision Regulations Apply: Yes No DATE APPROVAL FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage1,'j 1 ,- Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs,` Y r t id Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 01-PLANS - EXTRA SETS 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 9/24 02 10.00 9/10/02 10.00 11/01/02 10.00 9/11/02 10.00 9/10/02 34.00 9/10/02 10.00 9/10/02 59.27 9/10/02 54.00 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 128 CALABRIA SPRINGS COVE for which permit 02-00002127 has heretofore been issued on 9/10/02 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-PLAN ALTERATIONS 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 9/10/02 279.61 12/10/02 35.00 9/10/02 91.93 9/10/02 16.69 9/10/02 847.00 9/10/02 16.69 9/10/02 1384.00 9/10/02 650.00 9/10/02 1700.00 OFF, BU11 DING OFFICIAL / DA Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE"" DATE — k PERMIT # Q:) - ADDRESS SUBDIVISION CONTRACTOR— i The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineeringg r Public Works Utilities Conditions; (lo be completed only if approval is conditional) Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTIO,ftN ' I WAR CERTIFICATE OF OCCUPANC SINGLE FAMILY RESIDENCE"" DATE — 1Q ' 03 PERMIT # ADDRESS SUBDIVISION { CONTRACTOR JAN 003 RDEr.VED The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Z Public Worksi13oUtilitiesConditions: ( lo be completed only it approval is conditional) Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE**** DATE — PERMIT #_ ADDRESS SUBDIVISION CONTRACTOR I - x'4--c v The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation, Engineering Public Works Utilitie Conditions: (lo be completed only it apprdval is conditional) C rA 5 Location ID . . . . . . Parcel number . . . Alternate location ID Location address . . Primary related party T e information, pressySppequenceCodetF43Rp 00 CM 2.00 Cavc ITT 10.00 — 229515 33.19.30. - - 128 CALABRIA SPRINGS COUE BEAZER HOMES CORP Enter. Free -form information Date 3/-CL_WA METER SET FEE $190, 00 PD 9-10-02 _'91102 R C#542 _---------- --_ -1102 Special notes More... FZ=Address F3=Exit F5=notes display F6=Change display F9=Parcel Motes F10=Subdiusion Notes F12=Cancel F16=Related pty data LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 1/13/03 09:06:42 Location ID . . . . . . .240235 Parcel Number . . . . . Alternate location ID . Location address . . . . 128 CALABRIA SPRINGS COVE Primary related party . Te information, press Enter. ySequence Code(F4) A p Free -form information Date 1_00 CaVC I" RC METER SET 91102 200 Csvc U-T PMCv5424__ ---"91j-oz 3,00 — . .. .. ..... ................... — - - - -_ - -__-_-- - --___- 4 1 00 --------- - - - - ----- — - - -- - - - ___- - - 5,00 . ...... ... . 9. 00 - -_- -_--_-- 10-M F2=Address F3=Exit F5=Motes display F6=Chdmje display F10=Subdiusion Motes F12=Cancel Spec id I notes More... Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32771 407.788.8808 - 407.788.8762 (fax) January 6,2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 12 Calabria Cove 128 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 128 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 12, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. rDarae'L. Przemieniecki , P.S`r Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 128 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FLORIDA PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 12, "CALABRIA COVE" PLAT BOOK 60 PAGES 8,9 & 10 PUBLIC RECORDS OF SEMINOLE COUNTY. BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 1—I GPS (Type):_ __ or #I#.#####°) i_i NAD 1927 IX I NAD 1983 1—I USGS Quad Map Ix I Other--eco dPTat N/A SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63. STATE City of Sanford & 120294 1 SEMINOLE Florida B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANES B8. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) Zone AO, use depth of flooding) 12117CO040 E APRIL 17,1995 APRIL 17,1995 X 47.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1_1 FIS Profile IX I FIRM 1-1 Community Determined 1_1 Other (Describe): B11. Indicate the elevation datum used for the BFE in 139: 1 NGVD 1929 1_1 NAVD 1988 IX I Other (Describe): _ Construction Plans B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_I Yes X I No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I_IConstruction Drawings' I —Building Under Construction' I X (Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-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 TBM Does the elevation reference mark used appear on the FIRM? I_I Yes I_Plo a) Top of bottom floor (including basement or enclosure) 63.7 ft, w b) Top of next higher floor _ N/A ft c V zones only) Y) 0BottomoflowesthorizontalstructuralmemberN/A _ ft. 7 d) Attached garage (top of slab) 63.4 ft. e) Lowest elevation of machinery and/or equipment LU servicing the building 63.1 _ ft. E 5, O f) Lowest adjacent grade (LAG) 63.1 ft. 2 in g) Highest adjacent grade (HAG) NA ft h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade i) Total area of all permanent openings (flood vents) in C3h N/A sq. In. (sq. cm) . Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized byto certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER' S NAME LICENSE NUMBER Darae L. Przemieniecki PSM0006030 -Florida TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates Inc. ADDRESS 769 Douglas Avenue CITY Altamonte Springs STATE FL ZIP CODE 32714 SIt. - DATE Janua 62003 TELEPHONE 1.. 1 C_..CLO io Mf1(A mlot rY,407-788-8808 FFKAA Pnrm R1-11 AI Ir. QQ /.I:I: RF\/Ft7RF AInF;:np r.nNTINl IATInN RFPI Ar:FR AI I PRF\/Irll IC;:nITI0NC IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 128 CALABRIA SPRINGS COVE - ' CITY STATE ZIP CODE Company NAIC NumberSANFORDFLORIDA 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. I 1 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 E3. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number NIA (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 I N/14 I ft.(m) 1N1 _lin.(cm) I_I above or I_I below check one) the highest adjacent grade. E3. 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? 1-11 Yes I —_I No 1=1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 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. 1-1 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. 1_I 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. 1_1 The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER r G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. 1-1 New Construction 1-1 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 NATURE DA COMMENTS Check here if attachments PP&AA Fnrm R1-11 Al Ir: QQ QFpi Ar FC AI I Ppr=\nn1 m i=nlTlr)NR Herx cf,Associates Inc. Land Surveying 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 0 - P.C.P. Map of Survey LINE BEARING DISTANCE L 1 N 89°40'49"W 55.00' L 2 S 89°52'41"E 55.00' NOT PLATTED FO. I.R. d CAP L 2 SSC LB 5736 LOT 12 8` GRADING 7.057 SO. FT. r Na N 7.5 C1p 11.3 o LANAIN 28. 7' Z MODEL FP-64 Lu W LLJ o ELEV. -B A D- LOT 13 w> , a Two STORY RESIDENCE 4i WW U v FIN. FL. ELEV.:63.7 W O N 0.7X Q I. J'iTYP.i 0 o Q 7.5 19.7' kn a 2. 9 0. 8 CIL EL:61.7 210_ 32' CIL CALABRIA SPRINGS 50' R/W) TRACT PRIVATE ROAD & UTILITY CITY OF SANFORD ADDRESS: 128 CALABRIA SPRINGS COVE LEGAL DESCRPTION.- Lot 12 - CALABRIA COVE " according to the plat thereof as recorded in Plat Book 60. at pages 8 - 1 0 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ,des within Flood Zone X . according to the Flood Insurance Rate Map Corrnitlni y Panel Number 120289 0040E.Doted 0 4 / 1 7 / 9 5 . General Notes: ) 7 1. This is a BOUNDARY Survey performed In the field on / 0 - Z , 0 2. 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, it any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were Obtained from approved Construction plans provided by the Client unless otherwise need, and are shown o: rJ;M fo:depict the proposed or actual difhgrence in elevation rf.. ativ'eto the assumed temporary Lenchmarh, shown he vaui. 6. The parcel shown hereon Is subject to 0 easements, reservations, restrictions, and Rights - of --way of recordwhether depicted or not on this document. No search of the Public Records has beer, made by this office. 6. The legal description shown hereon Is as furnished by client. 7. Platted and measured distances and directions are the some unless otherwise noted. e Denotes W Iron rod with yellow plastic cap marked 1.8407 or LS318Z or X* iron rod with red plastic cap marked *Wtness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the of a Florida licensed Surveyor Me, ey meets the requ!rem Is of th Staiida as contained in idha r 61C 1 Dares L. Przemienlacki, P. S.M. , VVillism R. Herx, P. S. M. Registe, Herz 6 Associates Inc., State of N 7. 5 a0 N 5 0 10 O 1. 0' LOT II 0 0N 744. I4' _ N 89°40'49-W V 954.46 P.cp. CO V E- REFERENCED BEARING F EASEMENT SETBACKS: Front 25' Rear 20' Side 7.5 ' Corner 25' Note: Bearings shown hereon ore referenced to the CIL of CALABRIA SPRINGS COVE as being N 89n40'49"W. Verticd datum is based on NGVD per Engineering construction plans by Burkett Engineering. Inc. ProjectNo. 9709-3 1 Legend tars TemporaryBenchmarkoffser assumed detO.R.B. Of Val Records Book BOW Back of sidewaalklk pB Plat Book CA Centerline PC Point of Curvature d PCC. Central orAmplePointof Compound Curvature CALC P. C.P. Calculated PermanentControl Point CB CO PG Chord BearingP.R.M. Chord PapePermanent Reference Monument C.M. PA, Concrete MonumentPropertyUna EL. or ELFcV Elevator p.O.B. Pant of Beginning FINAL EL. P.O. C. Elevation (Measured) Point c! Commencement Fin P, 1. Found Pantof Intersection Elev. PRC. Finished FloorElevationPantof Reverse Cun•aturs I.P. I.P. PT. Iron PipePointof Tangency L. R. Iron Rai R Radius L Arc Length RAO Radial Una LB RES. Licensed BusinessResidenceLS. Rn, V Land SurveyorRighlW-Wsy Mee TOM Measured TemporaryBenchmark NID(N& D) N.R. TYP. Nail andDisk41-11- Not RadialTypicalFence symbol ( see drawing) X—X- Fence symbol (see drawing) re and the original raised seal wide Minimum Technical Tondo Administrative ode. CERTIFIED TO. PAUL 6 JACKIE BENJAMIK BEAZER MORTGAGE COR!'ORATION NOMEBUILDERS TITLE SERVICES. INC. ad Surveyor No. 3182 LAWYERS TITLE INSURANCE CORPORATION nveyorand Mapper Na 6030 andMapper No. 6092p E C 3 1 2002 Drown by: CM Chocked by: OP Prepared For: BEAZER Job Number: 01-005.02 Scale : I-- JO' Plot lon performed: 07.29.02 Foundation Survey: 10-02-02 Fieel Survmy: 12-JO-02 Revision• . Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping G - P.C.P. Map of Survey LINE BEARING DISTANCE L I N 89°40'49"W 55.00' L 2 S 89°52'41'E 55.00' NOT PLATTED L2 LOT 12 B' GRADING 7.057 SO. FT. M N 7.5 7.5 Op II.J' p LANAIN_ N 28.7' W2 WLOT13yW W aWW 2 Q 2 O O 0o O 7.5 N w rnM 210 32' - LOOS SLjg3 &EVA" ION E 16" ABO W CROWN C P DENT 90Ap UNLCC- Ap,JA . OTHERWISE APPROVIED MODEL FP-64 o ELEV. -B 6 D' Z 10 TWO STORY RESIDENCE FIN. FL. ELEV.:62.8 WR V1W W W 0.7' x c> I. J'frYP.l o Q Ig.7' O a 40'W O • 0 1600 Q O o^ 20.3' 7.5 LI CIL EL:61.8 CIL CALABRIA SPRINGS 50' R/W) TRACT PRIVATE ROAD d UTILITY CITY OF SANFORD ADDRESS: 128 CALABRIA SPRINGS COVE LEGAL DESCRPTION•' Lot 12 - CALABRIA COVE " according to the plot thereof as recorded ii Plo Book 60. at pages 8 - 10 of the Pubic Records of Senn oie County, Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X-. occording to the Flood hsuronce Rote Map Corwrxnity Panel Nrnber 120289 0040E.Doted 0 4 / 1 7 / 9 5 . General Notes: Proposed1. 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 %"iron rod with yellow plastic cap marked LB4937 or LS3162, or W iron rod with red plastic cap marked 'Witness Corner", 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 of a Florida licensed Surveyor or This survey meets the req7hernts ofth Florida Minimum Technical to rds as contain din 61 7.6 Florida Administrative Code 1 Dares L. Przemienleeki, P. S. M RapisfeW Surveyor and Mapper No. 6030 Wiuiam R. Herx, P. S. M. Registered Survillyor and Mapper No. 6092 Herx S Associates Inc.., State of Florida LB 4937 LOT 11 0d v, ry 744.14- A_ N 89e40'49 W Y954.46 pc CO VE REFERENCED BEARING F EASEMENT SETBACKS: SITE DATA Front 25' Rear 20[VLOT VIO_LS SO. FT. _37.7X Side 75 ' Corner 25'S0. FT. IMPERVIOUS AREA -2661 SO. FT. Note: Be "N shown hereon are referenced to the C/L of CALABRW SPRNGS COVE as being N 89'40'49-W. Vertical do urn is based on NGVD per EngineeringconstructionplansbyBurkettEngineering, Inc. Project No. 9709-3 1 Legend S Temporary Benchmark O/S Offset assumed datum) O.R B Official Records Book BOW Back of sidewalk PB Plat Book C/L Centedine PC Point of Curvature A Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P, C P Permanent Control Point CB Chord Bearing PG P R M Page PermanentReference Monumentco C. M. Chord Concrete Monument P2 Prolu-rtyline EL. or ELEV Elevation (Proposed) P.O B Point of Beginning FINAL EL. Elevation (Measured) P 0 C. Point of Commencement F Found P I Point of Intersection FinFin.Fl. Elev. FinishedFloor Elevation PRC. Point of Reverse Curvature I Iron Pipe PT. Point of Tangency I.R. Iron Rod R PAD Radius Radial LineL LB Arc Length Licensed Business RES Residence LS. Land Surveyor PJW Right -of -Way Mee Measured TSM Temporary Benchmark N/D(N&D) Nail and Disk TYP_ Typical N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawino) Sketch of Lego/ Descrip ion This is not o Survey Droen by: CM Cho d by: OP Prepared For: BEAZER Job Nuaber: 01.005-02 Scale : 1-- 30' Plot pion perrorsed: 07-29-02 Foundotton surrey: Final Surrey: Revisions . LEOEND t•1-COL DESCRIPTION 6• CM HALL w N P5 ROD FROM FOOTINIS W TO TIE EEAH 2x F'RA1E HALL i 2. WIEWOR EEARM FRAHE HALL PLANT SHELF AT 6•-4• "I". NxOJ x1ERVR HALLS AM DE310f117 FDA SHEAR RESISTANCE 4LL INTERIOR OEAMW 2x MAhE H4N.L SAGS 16.O4. NN01 L WfatfOR HON-LOAO EEA40* 2. FAVL HA" STIRS 24' OL. NxOJ EL. INTERIOR ELEVATION DETAILS ELEVATION NO. OVER SHEET NUM M HEADER SCHEDULE DER 140. DESCRIPTION OOLQE 2.0 w 1/2' FLITCH RATEHNf7RaHW &W w 10N. 17 Of- T1O A" STAOSE ED 00161E 2x10wV2' FLITCH RATEEDHWLEVWfO0012. 04. W ROHS STAWSW 00661.E NO w 1/7 FLITCH RATE 1WLEO w IOd 0 11' OL. TW" STA4111601107 0066LE 2x6 wV2' FLITCH MATE NAILED w off . a- OL. no it" rmsew PRE -CAST LHNT$ w E01A VA" N0. Ilue"m ESQ UNTIL SCRIM" VDN.59 REC05EED PU-C. T UNTIL, w q DIM 21011Ma1No. azrm W LNICL SCHHIMIIE T9-LS•1 WINDOW SCHEDULE MA50WY CONSTRUCTION ALL SIX WON Site GALL 512E M470A SIZE 54 12 H Ur'x16• SH 25 3T•N3D SW SIN 11 14 ve'x30 s/6• SIN 24 ST'40 So, SN 14 N Vrx50 sw SH 24.9 E STx% SW 30414 . S N W.'m 5/r SO 23 E 9r.01 SIN IS 14 119.463• SIN 2b E 3r412' SN 16 M Vrx124 ON 27 E srxdw SH n A Vrx04' SN 46x26 40'x26' IN I HQ 26V2•.16• SH 46.50 4rx50 s 6- smite 26 V74% s/6' SN 40.50 40'100 W SN 1 1`14 215, V2'40SW SH 46xa5 E 4rA3 S/6• N 1 H4 . 5 26 V749 S/0- SH 40d3 E 401.01 sNII. 2b V2,f0' SIN 4602E WOO' SH I H6 26 I/I47T SH 46,64 E 46'x04' 94 1 N7 26 V2'464' SIN 32 53 Vr4 6' 15ox26 50 V7x26' SH " 5S V6106 5/6' w 50.50 so 1121." s,61 5M 34 E s5 VrxsO "I HN 50,50 30 V7d0 SAY SH 34 . 5E S3 1/6.455 SAY 4 SON" s0 4103 s/6• sN 55 E s! Vr.631 4 50x.65 E 30 V2.6Y SH % E 35 vrnr 30472E 30 V7.Tr SN 31 a 53 U6•N04' 4 50,04 E so V21.bw SH 22 3T•x26- E• INDICATES AIN0016 THAT PW EORE55 REQNREPI ETS L L HOOOK 1`101,16N. OPENW6r SHALL SE VERIFIED ET W 400h TRACTOR PRIOR TO COIGTPLOCTION, SU8-CONTRACTORS SHALL V DtIPY ALL HPOOK VGN OPENINGS W14 GENERAL CONTRACTOR PRIOR TO T411ENCEPCW OF YpRK. HO INAL CALL SIZE - DOORS: SF40LE, POIRLE, AND SLVM HDTN FEET \ /- HEIGHT • FEET x cx c HOT" - DK.IES fetafT - wits Qm NLL RNM DOOR HEIGHTS 6'-6" IU14D1 ALL DOOR MOU944 OPEHN65 SHALL OE VERIPw9 DY DOOR TRACTOR MDR TO CONSTRUCTION, SUET -CONTRACTOR$ SHALL VERIFY ALL DOOR VON OPENINSS WTH 6EI'ERK CONTRACTOR PRIOR TO F44ENCE14ENT OF POW. GENERAL NOTES ILL INTEMOR 171110610e6 ARE EASED PROM THE OUTER EM THE PCIRDATHON 5L e. ALL SAL DOER SLAB AM FOOTINGS SHALL EE TREATED FOR I'leD. FINK EXTERIOR TREATMEINT OF EIpLENAW SHALL EE IN CORDANCE HTH THE FBC 20Of EDITION SECTION Nab. 1042b. O 10421. A PERMANENT S16N OF THE TEW4ITE TIEATFENT AND PROYIOER 51NLL EE POSTED. ALL REINFORCING STEEL LAM SHALL OE 40 BAR OIAFETER MIA CONLFETE FOR SLAB AND FOOTERS SWILL HAVE A MIN. 44P4ESSIVE STRENGTH OF 2500 PSI AT 26 GAYS. CONCRETE (61ROUT) FOR LINTELS ANO FILLED CELLS SHAD. NAVE IfH. C4:NF1E6SfVE STRENGTH 3000 PSI AT 26 DAYS MORTAR SHALL ft TYPE S. REIIFORLING STEEL SHALL EE FAIN OF 64AOE 40. STAIR GALGULATION5 CALCULATED TOTAL HE16HT: 10'-8 3/4' TOTAL NIMBER OF RISER: IT CALCULATED RISER HEIGHT: T 1/2' CALCULATED TREAD: 10' CALCULATED TOTAL RUN: 13'-4' z5 3 V 2434 P5F 520T PSF 22.46 Fx 2s16 Fsr 40.0• 2410 P5F 2650 PSF Iris• 10'-0' s.• eo• Is•-0• r•4• r-e• 2••0• Lew wacl L-urcl Niel LANAI BREAKFA5T s 3 p 6 Irw FLAT T-C FLAT 5i0 2-5H2i 16, COINTOL ON FM HAU FRAFED TO 54 VP AFF. T-O' Ri U1' 11'-S 1!i I _ KITCHEN _ i FAMILY MASTER 4•-4• FLAT ROOM BEDROOM 2 p I 7 7 1 1 I I I 6-s so 112• 4 rtff. NOR-1 . 4'-2 1/Z' Y-10 I/2' 3'-0 VZ' 3 VT W-4 [a' 2'-11 1/4' 4'e 3/4 a AHOH PANTRY 9f. rnz.n PAWSUll A"- 7- 4'-4 VY 4 c HNN sl WIG " WIG s c PVC®20 z. S x o ry v ry Q Nc 7-0' C 2'-7 5/4' r I r r I L 4" r r-0 VA DININO I r c T-4'FLAT I S1V. UTILITY'' I I I I FOYER HOR- re oR,m.uTOwe r-r FLAT a VIA ry 04.. 1. 70f NVSA L6[ 74LT 4P10CL10-7 VI i. 6'-4 1 p.`•, y 1-SHI JS I I I lor 6Q4Q 4'•O' GARAGE L-6 w O ENTRY T-4' FLAT 4'•4' G.6. y y.I Arnc Access JOB LOCAtEp wKeTfC' OHD b'-O• 4•-v 11-44 V-10' LLW 10'-10' 6'•10' I'-4' Ib'-0' O I'-4' W-6- 20'-4. 40 -G- 51.16 P5F -25.W F5f let FLOOR PLAN SCALE: 1/4' - I'-O' 000 -W M. BATH f-4-FLAT YR. b 0 SOUARE FOOTAO ES FIRST FLOOR 14b9 SF. SECOND FLOOR II 15F. TOTAL LIVMG 2650&F. LANAI 224 S.F. ENTRY 53 S.F. GAP-A&E 4 5F. TOTAL UNDER ROOF 3330 6F. g:o a. msie m` trzm8 F S FqF j g zF=o oi l s 9e mm F r co air E O FH4 OeuW oT a N you. S. QI wx= m a OON s zzo Z 4 N .fe Waz O T G, O or l; MLJ chr',kedM; GP cote` 1/30/02MVRR/G NE 24'x36' FULL 5CALE ENGINEERING Scam ""K4LFSLALE I.r. ,,...... ar: ..*,...-«.. OFT'AHAL 5EC,70M.A5TERro. Pe. wo a*rn s sr4.n4... vw. p' l.f A rF .xxS 15t FLOOR PLAN II S ICX.LR: w KEN OES C# U +EEi ORr><iErn II I!T E n' wr.;. 3 SE.DND C4T ViND OAB RE"".: HEN1i II 1H7 LH -"£ FLCRIVA 3U:.i<1S-CMOEE9 i34 i 1 r 1 t-EOEND DESGRIPTTGM4 2xFRAME NN.L SSININM 2. INIMM W.ARN6 RWC MALL L EXMWR W,%.LS Aft VE516/IED FOR 51EAR RE56TANLE 41 INIOUM45 OReeAR2. M41C HALL STIDS 16' O.O. NxOJtL WEIWR MON-LOAD WARIMG 2x. PRAK NAIL 57WS 24" 04. UM0J EL. ELEVATION PETALS INTERIOR ELEVATIONNO. OVER SHEET NMBERI HEADER SCHEDULE DER N0. DEscm"ON. OO.DLe 2x@W VT I LITCH FLATOMAILED W IOd a 12' 04. W 406 STMWW COALS 2W W VT rLIT" PLATE MA&W W Od d IT OL. T O ROY6 STAGOW 00111ILE 2x0 H/ VI FGTCM FLATS NEED d IOd d 12' OC. TW RA6 STA046 VaB E 2.6 W VT FLITCH FLATS 3 MNLEOWOd6Q' OC. TW A" STAW&W Jill NDOW SCHEDULE FRAME CONSTRUCTION 4" SIZE MkVO1L SIZE GALLSIZE McDOY1 son I sm a 5056' NI 4040 E 4Tx4T 150T0 a Srxw Nt 4OW a 4rxw I'JOW E 561117 IR SO'JO EW.W 14044 E 46*62* Ilt 5040 a STx4T- 1 4040 E 401,d6' MIC W50 a W 44050 E W040' MR 6050 E W.", 14060 a 4e'xT2' lit 6040 E Vx4T 1R 6050 e 111.w G a MOICAT6me" mo MEET eiR -A mnRwms LL MYVpA, t ROVdIOPENINGS HALL W VESLFRD DY VOCO 4" 4TRACT0L RUCK TO COl/STRUCTIOIL AC-caNTRACTORS SMALL V 9WY ALL circa"+ JOIN OFeMIMft H4T4 aEICRPL CONTRACTOR PRIOR TO N*Cmt MICMT OF 1,40111IC, NOMNAL GALL SIZE - 000R-5. 56CLe. DO LF, AN17 5LOM6 kWIH - FEET --\ /— MGIOW -/SET xex MI71H - 61GIEs -/ - 1O6M - INCHES 2TM: LL INTERIOR COOK HEIGHTS 6'-40' (V)W) ILL DOOi ROLI$H OPENINes SMALL Be VeWFED DY DOOR 4TR4GTOR! TO C0WTRUCTM 410- CONTRACTORS SMALL VERIFY ALL C40M ION OPENINGS NTH GENERAL CONTRACTOR PRIOR TO MEMGEt-CW OF 1,0111tK. pr275 Pfi5F rsloe F 24JOPSF .25 6 Pf .2566 F3F 316 Pf -hie Pf -27e6 Ff 2nd FLOOR PLAN SCALE: 1/4" : 1'-0" PV Ct 19* draw by: HLJ checked tg GP MIKKICAIYC cue 0ett 24• x3&' FLLL SCALE ENGINEERING 4.., .......,,,... r0Kw • KO 4iLlq l! Y1dtlf.K NA I'''"ALF%AL OPTIONAL IId FLOOR PLAN j HiS SIRL(ILK Ia> KEN DFSIJff 0 LEI, OR i E15 I1 W InNY- ! sfLDNDCLs4NjA,' RENVKHLNTS Li Mac v 0R; 4 HURLNL C DE'001 ED172N r FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FP64 Builder: BEAZER Address: 1D- Permitting Office: City, State: a Permit Number: Owner: _ Jurisdiction Number: Climate Zone: entral 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 10.00 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft=) 2650 ft2 c. N/A 7. Glass area & type a. Clear - single pane 374.0 ftz _ 13. Heating systems b. Clear - double pane 0.0 113 _ a. Electric Heat Pump Cap: 48.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.20 d. Tint/other SHGC - double pane 0.0 ' ft b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 179.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 66.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 1181.6 ft' _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 235.0 112 _ b. N/A c. Frame, Wood, Exterior R=11.0, 1020.0 ft' 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, 1492.0 ft' _ 15. HVAC credits PT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 39021 PASSTotalbasepoints: 39995 I hereby certify that the plans and specifications covered Review of the plans and -SHE SrbythiscalculationareincompliancewiththeFloridaspecificationscoveredbythis Ot _ 9rFoEnergyCode. ', / calculation indicates compliance PREPARED BY: r with the Florida Energy Code. Before construction is completed a _ eDATE: this building will be inspected for k hereby certify that this building, as designed, is in compliance with Section 553.908 rmmnlinnca with the Glnririn Gnnr- (`r 4^ Florida Statutes O'OD wF."l' EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 2650.0 25.78 12297.1 Single, Clear S 1.0 15.2 10.0 44.66 0.99 443.5 Single, Clear E 8.0 6.2 32.0 59.31 0.47 890.4 Single, Clear E 8.0 8.0 60.0 59.31 0.53 1885.9 Single, Clear W 1.0 17.2 32.0 53.47 1.00 1705.6 Single, Clear N 1.0 17.2 23.0 27.96 1.00 640.6 Single, Clear E 1.0 8.2 23.0 59.31 0.99 1354.6 Single, Clear N 1.0 8.2 23.0 27.96 0.99 638.2 Single, Clear S 29.0 8.2 23.0 44,66 0.48 488.1 Single, Clear W 1.0 4.0 12.0 53.47 0.92 587.3 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 5.0 32.0 59.31 0.95 1803.6 Single, Clear W 1.0 8.0 16.0 53.47 0.99 845.8 Single, Clear W 1.0 8.6 28.0 53.47 0.99 1487.6 Single, Clear E 1.0 6.0 15.0 59.31 0.97 861.8 As -Built Total: 374.0 15759.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 235.0 0.70 164.5 Concrete, Int Insul, Exterior 4.2 1181.6 1.16 1370.7 Exterior 2201.6 1.90 4183.0 Frame, Wood, Adjacent 11.0 235.0 0.70 164.5 Frame, Wood, Exterior 11.0 1020.0 1.90 1938.0 Base Total: 2436.6 4347.5 As -Built Total: 2436.6 3473.2 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 40.0 4.80 192.0 Exterior Insulated 40.0 4.80 192.0 Base Total: 58.0 220.8 As -Built Total: 58.0 220.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1492.0 2.13 3178.0 Under Attic 30.0 1492.0 2.13 X 1.00 3178.0 Base Total: 1492.0 3178.0 As -Built Total: 1492.0 3178.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 179.0(p) 31.8 5692.2 Slab -On -Grade Edge Insulation 0.0 179.0(p 31.90 5710.1 Raised 0.0 0.00 0.0 Base Total: 5692.2 1 As -Built Total: 179.0 5710.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 r SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2650.0 14.31 37921.5 2650.0 14.31 37921.5 Summer Base Points: 52272.7 Summer As -Built Points: 54843.1 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 52272.7 0.4266 22299.5 54843.1 54843.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.341 1.125 0.341 0.950 0.950 19988.0 19988.0 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 = Point 18 2650.0 5.86 2795.2 Single, Clear S 1.0 15.2 10.0 7,73 1.00 77.0 Single, Clear E 8.0 6.2 32.0 9.96 1.21 385.9 Single, Clear E 8.0 8.0 60.0 9.96 1.16 695.3 Single, Clear W 1.0 17.2 32.0 10.74 1.00 343.6 Single, Clear N 1.0 17.2 23.0 12.32 1.00 283.2 Single, Clear E 1.0 8.2 23.0 9.96 1.00 230.2 Single, Clear N 1.0 8.2 23.0 12.32 1.00 283.0 Single, Clear S 29.0 8.2 23.0 7.73 2.29 407.3 Single, Clear W 1.0 4.0 12.0 10.74 1.01 130.3 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 5.0 32.0 9.96 1.01 322.7 Single, Clear W 1.0 8.0 16.0 10.74 1.00 171.9 Single, Clear W 1.0 8.6 28.0 10.74 1.00 300.5 Single, Clear E 1.0 6.0 15.0 9.96 1.01 150.8 As -Built Total: 374.0 4166.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 235.0 1.80 423.0 Concrete, Int Insul, Exterior 4.2 1181.6 3.26 3852.0 Exterior 2201.6 2.00 4403.2 Frame, Wood, Adjacent 11.0 235.0 1.80 423.0 Frame, Wood, Exterior 11.0 1020.0 2.00 2040.0 Base Total: 2436.6 4826.2 As -Built Total: 2436.6 6315.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 40.0 5.10 204.0 Exterior Insulated 40.0 5.10 204.0 Base Total: 58.0 276.0 As -Built Total: 58.0 276.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1492.0 0.64 954.9 Under Attic 30.0 1492.0 0.64 X 1.00 954.9 Base Total: 1492.0 954.9 As -Built Total: 1492.0 954.9 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 179.0(p) 1.9 340.1 Slab -On -Grade Edge Insulation 0.0 179.0(p 2.50 447.5 Raised 0.0 0.00 0.0 Base Total: 340.1 1 As -Built Total: 179.0 447.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: -I BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2650.0 0.28 -742.0 2650.0 0.28 742.0 Winter Base Points: 7770.2 Winter As -Built Points: 11417.6 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 7770.2 0.6274 4875.0 11417.6 11417.6 1.000 1.00 1.078 x 1.160 x 0.92) 0.474 1.150 0.474 0.950 0.950 5915.2 5915.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2564.00 12820.0 66.0 0.86 5 1.00 2623.63 1.00 13118.1 As -Built Total: 13118.1 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 22300 4875 12820 39995 T 19988 5915 13118 39021 E:FPASS TKE sr92, o EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding 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 cavi 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 PRFSCRIPTIVF UPAQ1IDWQ 1. 1§# k- --* ,...,... ---4—A 1— _11 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 er minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 _._Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.4 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I _ 4. Number of Bedrooms 5 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2650 112 c. N/A 7. Glass area & type a. Clear - single pane 374.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 112 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 112 d. Tint/other SHGC - double pane 0.0 112 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 179.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.2, 1181.6 112 _ b. Frame, Wood, Adjacent R=11.0, 235.0 112 _ b. N/A c. Frame, Wood, Exterior R=11.0, 1020.0 fie 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, 1492.0111 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Une. Ret. Unc. AH: Interior Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 48.0 kBtu/hr _ SEER: 10.00 Cap:48.0,kBtu/hr _ HSPF: 7.20 Cap: 66.0 gallons _ EF: 0.86 PT, 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 86for a US EPA/DOE EnergyStarr"'designation), your home may quay for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.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) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA FP-64 7.27.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project • • For: BEAZER HOMES Notes: 2-ZONE DAMPER Desi_qn Information Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OFInsidedb70OFInsidedb75OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 55 Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 46776 Btuh Structure 37816 Btuh Ventilation air 0 cfm Ventilation 1980 BtuhVentilationairloss0BtuhDesigntemperatureswing3.0 OF Design heat load 46776 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 39000 Btuh Method Construction quality Simplified Average Latent Cooling Equipment Load Sizing Fireplaces 0 Internal gains 1840 Btuh Ventilation 2500 Btuh Heating Cooling Infiltration 3867 Btuh Area (f:2) 2650 2650 Total latent equip. load 8207 BtuhVolume (ft') 23200 23200 Air changes/hour 0.70 0.40 Total equipment load 47207 BtuhEquiv. AVF (cfm) 271 155 Req. total capacity at 0.70% SHR 4.6 ton Heating Equipment Summary Make BRYANT Trade Efficiency 7.2 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1567 cfm Heating air flow factor 0.034 cfm/Btuh Space thermostat Cooling Equipment Summary Make BRYANT Trade Efficiency 10.0 EER Sensible cooling 32900 Btuh Latent cooling 14100 Btuh Total cooling 47000 Btuh Actual cooling fan 1567 cfm Cooling air flow factor 0.041 cfm/Btuh Load sensible heat ratio 83 % Sold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Aug-16 16:44:47ACCKE:\Files\Beazer2002\FP64kFp64.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D6EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA FP-64 7.27.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 23200 fN x 0.0167 = 271 cfm 2. Winter infiltration load 1.1 x 271 cfm x 32 °F Winter TD = 9527 Btuh 3. Winter infiltration HTM 9527 Btuh / 432 ftZ Total window = 22.1 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 23200 ft3 x 0.0167 = 155 cfm 2. Summer infiltration load 1.1 x 155 cfm x 18 °F Summer TD = 3062 Btuh 3. Summer infiltration HTM 3062 Btuh / 432 ftZ Total window = 7.1 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 155 cfm = 3867 Btuh rroceaure u - tquipment Slzing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18 °F Summer TD = 1980 Btuh Sensible load for structure (Line 19) + 37816 Btuh Sum of ventilation and structure loads = 39796 Btuh Rating and temperature swing multiplier x Equipment sizing load sensible 0.98 39000 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 100 cfm vent. x 37 gr/lb moist.diff. = 2500 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 3867 Btuh Equipment sizing load - latent = 8207 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wre9htsoft Right -Suite Residential'" 5.5.06 RSR26017 2002-Aug-16 16'44'47KC—K EAFilesM3eazer 20021FP64kFp64.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: VVEKIVA FP-64 7.27.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NIHIV UAL J: rin ta. 1 Name of room Entire House MSTR. BTH MSTR. BR2 FAMILY2Lengthofexposedwall325.0 ft 28.0 ft 31.0 ft 16.0 ft3Roomdimensions12.0 x 14.0 ft 12.0 x 16.0 It 16.0 x 16.0 ft4CeiingsCondit. Option 8.8 fil heal/cool d 9.4 ft heat/cool 9.4 fti heat/cool 9.4 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I CIg it') Htg CIg ft Htg I Clg ft2) Htg I Clg M Htg Clg 5 Gross a 14B 4.6 2.1 1448 150 291 150Exposedb13C3.2 1.2 235 113 0 0wallsandc12C2.9 1.9 1168 0 p 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 p 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 314 11605 10 370 32 1183 0 0glassdoorsb8C37.0 60 2218 0 0 0 0 60 2218 Heating c 9C 38.7 0 0 0 0 0 0 0 0d0.0 0 0 0 0'"• 0 0 0 0 t 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20A 3'"•' 51 0 0 0 0 0 0glassdoorsNE/NW 42.5 240 10192 10 394 32 1261 60 2364 Cooling ENV 0.0 0 0 0'"" 0 0 0 0 0SE/SW 50.9 131 6696 0 0 0 0 0 0South0.0 0 0 0'"" 0 0'"' 0 0 0Horz0.0 0 0 0 0 0 0 0."` 0 8 Other doors a 11A 18.9 12.7 58 1095 739 0 0 0 0 0 0 0 0 0b11A18.9 12.7 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 9 Net a 14B 4.6 2.1 1182 5445 2433 140 645 288 259 1195 534 90 417 186exposedb13C3.2 1.2 235 740 275 113 356 132 0 0 0 0 0 0wallsandc12C2.9 1.9 1020 2938 1983 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2132 3616 4746 168 285 374 192 326 427 256 434 570b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 206 5340 0 28 726 0 31 804 0 16 415 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 22.1 17.1 432 9527 30621 10 221 71 32 706 2271 60 13231 425 13 Subtotal loss=6+8..+11+12 42524 2602 4213 4806 Less external heating 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10 °/ 4252 10 % 260 10 % 421 10°/ 48115Totalloss = 13+14 46776 2862 4634 5287 16 Int. gains: People @ 300 8 2400 0 0 1 300 5 1500 Appl. @ 1200 2 1800 0 0 0 0 0'"' 017SubtotRSHgain=7+8..+12+16 34378 1259 2749 5045 Less external cooling 0 0 Less transfer 0 0 Cooling redistribution 0 0 0 018Ductgain10°/ 3438 10°/ 126 10°/ 275 10 OK 50519TotalRSHgain=(17+18)"PLF 1.00 37816 1.00 1385 1.00 3024 1.00 555020 1 Air required (cfm) I 1567 1567 96 57 155 125 177 230 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrmghtsof[ Right -Suite Residential 5.5.06 RSR26017 2002-Aug-16 16:44:47AUKKE:\Files\Beazer 2002\FP64\Fp64.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA FP-64 7.27.01 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 T tin t_a. 1 Name of room PWDR UTILITY FYR/LIV/DIN KITCHENJ4MANUAL2Lengthofexposedwall0.0 ft 7.0 ft 50.0 ft 16.0 ft3Roomdimensions10.0 x 7.0 ft 7.0 x 8.0 ft 20.0 x 20.0 ft 12.0 x 16.0 ftCeiingsCondit. Option 9.4 ft 1heat/cool 9.4 ft heat/cool 9.4 fti heat/cool 9.4 fti heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft2) Htg Clg 112) Htg Clg OF) Htg I Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 0 0 414 150Exposedb13C3.2 1.2 0 66 56 0 walls and c 12C 2.9 1.9 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 0 0 55 2033 0 0glassdoorsb8C37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0fj10.01 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0 0 0 0glassdoorsNE/NW 42.5 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0SE/SW 50.9 0 0 0 0 55 2607 0 0 South 0.0 0 0 0 0 0 0 0•"' 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 18 340 229 40 755 510 0 0 0 b 1 1A 18.9 12.7 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 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 319 1470 657 150 693 310exposedb13C3.2 1.2 0 0 0 66 208 77 56 176 66 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 70 119 156 0 0 0 120 204 257 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 7 181 0 50 1296 0 16 415 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.1 7.1 0 0 0 18 397 128 95 2095 673 0 0 0 13 Subtotal loss=6+8..+11+12 119 1126 8029 1108 Less external heating 0 0 0 0Lesstransfer0000 Heating redistribution 0 0 0 0 14 Duct loss 10 °/ 12 10 °/ 113 10 °/ 803 10% 11115Totalloss = 13+14 131 1239 8832 1219 16 Int. gains: People @ 300 0 0 0 0 1 300 0 0 Appl. @ 1200 0 0 1 600 0 0 1 120017SubtotRSHgain=7+8..+12+16 156 1034 5080 1510 Less external cooling 0 0 0 0Lesstransfer00 Cooling redistribution 0 0 0 018Ductgain100/ 16 10°/ 103 10°/ 508 101/ 15119TotalRSHgain=(17+18)•PLF 1.00 171 1.00 1138 1.00 5588 1.00 1661 20 Air required (cfm) 4 7 41 47 296 232 41 69 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrrgh7C50fC Right -Suite Residential- 5.5.06 RSR26017 2002-Aug-16 16:44:47AME:tFiles\Beazer 2002\FP641Fp64.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA FP-64 7.27.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 PA.%N AL J: tin to. 1 Name of room BKFST BORM2 BTH2 BDRM3 2 Length of exposed wall 31.0 ft 27.0 ft 6.0 ft 26.0 ft 3 Room dimensions 10.0 x 10.0 It 12.0 x 12.0 ft 10.0 x 6.0 It 13.0 x 13.0 ft4CeiingsCondit. Option 9.4 ftheaticool 8.0 ft heat/cool 8.0 It heat/cool 8.0 It heat/cool TYPE OF CS. HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO Htg I CIg Htg Clg W) Htg Clg ft) Htg I Cig ft) Htg I Clg 5 Gross a 14B 4.6 2.1 291 0 0 0 Exposed b 13C 3.2 1.2 0 0 0 0 walls and c 12C 2.9 1.9 0 216 48 208 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 69 2550 27 998 0 0 30 1109 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0."" 0 0 d 0.0 0 0 0 0 0 0 0 0'"' e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 3 51 0 0 0 0 glass doors NE/NW 42.5 46 1812 15 591 0 0 30 1182 Cooling EM 0.0 0 0 0 0 0 0 0 0 SE/SW 50.9 23 1090 9 449 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0'"' 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 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 9 Net a 14B 4.6 2.1 222 1025 458 0 0 0 0 0 0 0 0 0 exposedb13C3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 189 544 367 48 138 93 178 513 346 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 100 170 223 144 244 321 60 102 134 169 287 376 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 31 804 0 27 700 0 0 0 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.1 7.1 69 1522 489 27 595 191 0 0 0 30 662 213 13 Subtotal loss=6+8..+11+12 6070 3082 240 2570 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution _ 0 0 0 0 14 Duct loss 10 °/ 607 10 °/ 308 10 °/ 24 10% 257 15 Total loss = 13+14 6677 3390 264 2827 16 Int. gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17SubtotRSHgain=7+8..+12+16 4072 1971 227 2117 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10 °/ 407 10 °/ 197 10 % 23 10°/ 212 19 Total RSH gain=(17+18)'PLF 1.00 4480 1.00 2168 1.00 250 1.00 2329 20 Air required (cfm) 224 186 114 90 9 10 95 96 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right - Suite ResidentialT- 5.5.06 RSR26017 2002-Aug-16 16:44:47 E:\Files\Beazer 2002\FP64\Fp64.rsr Page 3 RIGHT4 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: WEKIVA FP-64 7.27.01 rvwrvui+L d: tin to. 1 Name of room OPN 2 FAM STAIRS/LOFT BDRM4 BTH32Lengthofexposedwall16.0 ft 16.0 ft 25.0 It 5.0 ft3 4 Room dimensions Ceiings Condit. Option 16.0 x 13.0 ft 8.0 ft 1 heat/Cool 16.0 x 18.0 ft 8.0 ft heat/cool 12.0 x 13.0 ft 8.0 It I heat/cool 9.0 x 5.0 ft 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE No. Htg I Clg ft Htg Clg Htg Cig ft) Htg Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 0Exposedb13C3.2 1.2 0 0 0 0wallsandc12C2.9 1.9 128 128 200 40partitionsd0.0 0.0 0 0 0 0e0.0 0.0 0 0 0 0f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 28 1035 0 0glassdoorsb8C37.0 0 0 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0 0 0 0 0d0.0 0 0 0 0 0 0'"" 0 0e0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 0'"" 0 0 0glassdoorsNE/NW 42.5 32 1997 0 0 0 0 0 0CoolingE/W 0.0 0 0 0 0 0 0 0 0SE/SW 50.9 0 0 16 1222 28 1327 0 0South0.0 0 0 0 0 0 0 0 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0b11A18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 0exposedb13C3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0wallsandc12C2.9 1.9 96 276 187 112 323 218 172 495 334 40 115 78partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 208 353 463 288 488 641 156 265 347 45 76 100b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 0 12 Infiltration a 22.1 7.1 32 706 227 16 353 113 28 618 198 01 0 0 13 Subtotal loss=6+8..+11+12 2518 1755 2412 192Lessexternalheating Less transfer 0 0 0 0 0 0 p Heating redistribution p 0 0 0 014 15 Duct loss Total loss = 13+14 10% 252 2769 10°/ 176 10 % 241 10% 1919312654211 16 Int. gains: People @ 300 0 0 1 300 0 0 0 0Appl. @ 1200 0 0 0 0 0 0 0 017SubtotRSHgain=7+8..+12+16 2873 2495 220 17Lessexternalcooling Less transfer 0 0 0 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10 °/ 287 10 % 249 10 °/ 221 to./ 0 1819TotalRSHgain=(17+18)'PLF 1 93 131 65 114 89 101 7 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr ghtsoR Right -Suite Residential" 5.5.06 RSR26017 2002-Aug-16 16:44.47E:\Files\Beazer 2002\FP64\Fp64.rsr Page 4 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA FP-64 7.27.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NWnuAL J: tin to. 1 Name of room BDRM5 2 Length of exposed wall 25.0 It 3 Room dimensions 12.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ftl heaticool TYPE OF CS HTM Area Load (Btuh) Area Area AreaEXPOSURENO. Htg CIg ft) Htg I Clg Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 Exposed b 13C 3.2 1.2 0 walls and c 12C 2.9 1.9 200 partitions d 0.0 0.0 0 e 0.0 0.0 0 f 0.0 0.0 0 6 Windows and a 1C 37.0 15 554 glass doors b 8C 37.0 0 0 Heating c 9C 38.7 0 0 e 0.0 0 0 7 Windows and North 20.4 0 0 glass doors NE/NW 42.5 15 591 Cooling E/W 0.0 0 0 SE/SW 9 0 0 South 0.0 0 0 Horz 0.0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 b 11A 18.9 12.7 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 exposed b 13C 3.2 1.2 0 0 0 walls and c 12C 2.9 1.9 185 533 360 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 Note: room b 0.0 0.0 0 0 0 perimeter c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for slab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 22.1 7.1 15 331 106 13 Subtotal loss=6+8..+11+12 1683 Less external heating p Less transfer 0 Heating redistribution 0 14 Duct loss 100/ 168 o/ 15 Total loss = 13+14 1851 16 Int. gains: People @ 300 0 0 Appl @ 1200 0 0 17 Subtot RSH gain=7+8..+12+16 1404 Less external cooling 0 Less transfer 0 Cooling redistribution 0 18 Duct gain 10 0/ 140 0/ 0/ 0/ 19 Total RSH gain=(17+18)'PLF 1.00 1545 20 Air required (cfm) 62 64 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g!-tsoFt Right -Suite Residential- 5.5.06 RSR26017 2002-Aug-16 16.44:4704651E:\Files\Beazer 2002\FP64\Fp64.rsr Page 5 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: WEKIVA FP-64 7.27.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R MSTR. BTH a n ne a c n 0 d 1 1 90 1.0 1.0 12.0 3.2 39.4 10.0 0.0 MSTR. BR2 a n nw a c n 0 d 1 1 90 1.0 8.0 1.0 5.2 39.4 32.0 0.0 FAMILY b n nw a c n 0 d 1 1 90 1.0 8.0 1.0 7.0 39.4 60.0 0.0 PWDR UTILITY FYR/LIV/DIN a n se a C n 0 d 1 1 90 1.0 1.0 12.0 5.2 47.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 12.0 5.2 47.4 23.0 0.0 KITCHEN BKFST a n nw a C n 0 d 1 1 90 1.0 1.0 3.0 5.2 39.4 23.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 5.2 47.4 23.0 0.0 a n ne a c n 0 d 1 1 90 1.0 29.0 3.0 5.2 39.4 23.0 0.0 BDRM2 a n se c c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47.4 12.0 2.5 a n ne c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 15.0 0.0 BTH2 BDRM3 a n nw c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 15.0 0.0 a n ne c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 15.0 0.0 wrightsoft Right -Suite Residential^" 5.5.06 RSR26017 2002-Aug-16 16:44,47 4C(x{ E:\Filesoeazer 20021FP64LFp64.rsr Page 1 OPN 2 FAM a n nw c c n 0 n 1 1 90 1.0 1.0 1.0 4.0 62.4 32.0 0.0 STAIRS/LOFT a n se c c n 0 n 1 1 90 1.0 1.0 4.0 4.0 76.4 16.0 0.0 BDRM4 a n se c c n 0 d 1 1 90 1.0 1.0 4.0 4.6 47.4 28.0 0.0 BTH3 BDRM5 a n nw c c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 15.0 0.0 wrightsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Aug-16 16:44:47 AC(K E:\Files\Beazer 2002\FP64\Fp64.rsr Page 2 o n v I 1 0 1 I N I 10 6 lr W — 1 I i lexti lrcy I I N Il—JI i Jt $ JO° T n6 BUILDER. B'_ PLAN DATE BY LOT IL.fi » l) c SUBDIVISION f DATE: DRAWN By ` i BUILDER: 7 — ,; —1 REVISIONS A,, PLAN 71 DATE BY I rur5;, A c2 o & i LOT SUBDIVISION DATE: DRAWN BY: 5HEA THING CAULK BL TW_:N FIN BY OTHER SHEAT;NG t3 SCREW 'NSTALATION I MIN EMBEDMENT ANCHOR (TYP.) 2 X FRAMING EXT_RICR FINISH EY OTHERS BY OTH_RS PER"VETE; CAULK I 1/4" MAX. BY CTHE< SHIM SPACE F.N TY=E PLNOC" Fi:AME HEADER SHIM AS Rz0'0 SEE NOTES) WINDOW HEIGHT XT RIOR II IIIIFIN TYPE FRAmEWSILL-- 7 PERIM= TER CAULK 81 OTHER 8 SCREW INSTALATION ANC-^ R (TYP.) xTE= OR / F. NIS- i EY C"-iERS SiEA' ING SILL STOOL BY OTHER HIM AS REO D SEENOTES) FIN TYPE ---- NANOOW FRAME JAMB I/ 4" MAX. SHIM SPACE SHIM AS REC'O SEE NOTES) WINDOW 2 X FRAMING HEIGHT BY OTHERS I CAULK BETWEEN WINDOW FIN & Y C HER 1• MIN L SHEATHING EMBEDMENT- 4 GE••: RA_ NOTES SECTION 1 1) S-Y AS RE;-0 AOJACENT TO EACH INSTALLR7:0.-, ANCHOR WITH LOAD BE- gING SH:V MAX ALLOWABLE SHIM STACY TO =E 1/4'. 2; w%)OW FRAv. MATERIAL ALLOY 6063 3, US: LATEX CAULK BEH440 YANOOW FIN AT H--AD .j%LL & JAMBS 4) US: LATEX CAULK FOR PERIMETER SEAL AP;,ND EXTERIOR OF WINDOW FF: uE. 5) G_=SS THICKNESS MAY VARY PER THE REOUI= M.\TS OF ASTM E1300 S!'•; LE GLAZ \G IS SHOWN. INSULATING C1ASS IS ALSO QUALIFIED. 6*1O'=MNG AP?ML':STOINSTALLATIONOFFINFRAME 'N„ `.W IN WOOD FRAME C%E'IING W- i Two aY •woo0 STUO:_USING 099 IN OIA NA._S ZR I9 SCREWS OF SUFFIC;ENT HTOP7.VICE M!N=MBECMEANT INTQ SU= D W ATRA-' 7, IF :FACT YANJCW SIZ- IS +0T LISTED IN CHA.i7, SSE ANCMCA QUANTITY LISTEIT, NE.• LARyER S'ZE 2, GE'.- At. ALU`: NUM'S I1E,`, SE4'ES HORIZONTAL :- S S,OW'N• THIS PRP1T ALSC AP-_iS TO T-E 1980 INSULATING GLASS HC;;.ZO'.TAL ;'-'DER SERIES. SHEATHING BY OTHER 1 1x _ MAX 1 SHIM SPACE f 1 i 2 X FRAMING BY OTHERS CAULK BETWEEN SHEATHING & FIN BY OTHERS I"MIN EMBEDMENT T 8 SCREW INSTALATtON ANCHOR ( TYP.) WINDOW 'MOTH —. ) EXTERIOR FINISH BY OTHERS XT RIOR PERIMETER CAULK BY OTHERS SECTION 6" MAX( TYP) EOUALLY SPACE 6" MAX.(TYP) ANCHORS (TYP. O HEAD. SILL. JAMBS) 0 0 1 cl IA,_ 4CHCR ( TYP ) 24" cc I.AX( TYP) I smNCCw WIDHT E! EVATION VIEWED FROM EXTERjOR ' COMPARATIVE ANALYSIS & ANCHOR CUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SC7-fa5 1,099 Na;LS P.EO'D INCHES CAPACITYINPSFINFRAMEINFRA2,1E WIDTH AND EXTERIOR INTERIOR HEAD i EA^H HEAD EACH HEIGHT g SILL I JAMS I & SILL JAM7 24 x 12 40 40 2 2 2 2 23 x 24 40 40 2 2 I 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 1 40 1 2 3 I 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2( 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 I 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 I 7 4 i 72 x 55 40 40 4 I 3 7 5 trIT3ALfdta3DAB.. ,v. A. Y , A R: CTgRER 1pyE°e MASTER ESE # : A I Q, g 1 ' 100, v. GaebT R4. • C:nolNon, Tt TSX06 • P.O. Bo, 619o22 .04%,. Tt 75361 INSTALLATION DRAWIN3 WOOS FRAM'- S RUCTt,;=_ I ' SER:cS I+SO /198J ,,QLN IEO HORIZCNTA: SLICER 03--G C, : • .. i 3t.,icn d- C . ' /:i_ , .__ -.,CL' MIAMIDADE i+,1A,MI-UAUE COUNTY. FLORID,\ Lrr: rrto-nAnc. FLAGi.L"R BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT ln(lustries 1070 Technology Drive Nokomis ,FL 3427a iit ILDING CODE: COMPLIANCE OFFICE: Mli1'It04)ADI-. FLA(iLER I40 LL'I:l'1' 1'I.A<il.lilt ti'I'Itlilil', SUITE IGo3 MIAMI. FLORIDA 33130-I363 305) 373-2901 FAX (ills) 373-29os alprtcLt-rolt Llrl:l r. x:c-rinv 301) 375.2527 FAX (3(ls) 375.2ssx O\'1'It:LtTOR 1 \t't1ItCF:\11:, 1' 1)1\'ItiIO\ JOS) 375.2966 FAX (301) 373.2vua PROM ICl' ('t1X'1'Itol, 01VISION Your appl ication for Notice of Acceptance (NIDA) of*- tans) J7$-21x12 FAX (305) 372.633') 1 "x Std. Wall - Aluminum Tube Clippecl Mullions antler Chapter 8 ol'the Code of Miami -Dade County governing the use ol'Alternate Materials and Types ofConstruction, and completely described herein, has been recommended flor acceptance by the Miami -Dade; County Building Code Compliance Office (13CCO) under the C011(lilions specified herein. This NOA shall not be valid alter the expiration date stated below. BCCO reserves the right to secure thisproductormaterialntany (ime front n Jobsite or manulilcturcr's plant 1'or quality control testing. If thisproductormaterialfailstoperformintheapprovedmanner, DCCO may revoke, modify, or suspend theuseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if it isdeterminedby13CC0.111at this product or material fails to meet the requirements of the South FloridaBuildingCode:. The expense of -such testing will be iltcurred by the manufacturer. ACCEPTAN CE NO.: 00-09 I z.ns EXPIRES: O6/28/2006 Raul Rodriguez Chicf Product Control Division THIS IS THE C0vrI2Slrr1-T SFr•. ADD)T10NA1. VAGF.S FOR SPFCIFI AND GF.NF.RAI CONDITIONS BUILDING COI)f ;PR PRODUCT REVIEW COiNUNT=EF This application for Product Approval has been reviewed by the BCCO and approved by the BuildingCodeandProductRcL•ic%v Committee to be used in Miami -Made County, Florida under the conditions setForthabove. A IT RO V ED: 06/28/2001 hrlucisco J. Quintana, R.A. Director Miami -Dade: County Building Codc Complirincc 0Mcc 0450001\pe1000%emp1atee\nonce accepunce cover pale.dot Imcn,ct m-il address: pus(maslcr070buildingcodconlinc.coat 0 Ilua,epage: hltP://Ivww.1luilditsgcodcutili'ne.com I'CT Industries ACCEPTANCE. No.: 00-0912.05 Al'I'ItON'E"D JUN 2 8 2001 1?\l'111E"s JUN-2 9 2006 NOTICE oil, ACC1:1''1 AINCE • SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clippcd mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Flurida Building Code (SI-*BC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFOC Chnptcr 23, du not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PIZODUCr DESCRIPTION 2.1 The 1"x Standard Wall - Aluminucii '1'uhc Clipped illulliun and its comPoncnts shall be constructed in strict compliance with the following doculllents: Drawing No 6620, Sheets l through5of5, titled "I" Std. Wall Mullion Arrangement Detail", Prepared by manufacturer, dated 4/28100, signed and scaled by Robert L. Clark, P.L•., bearing the Minnii-Dadc County Product Controlapprovalstamp; with the Notice of Acceptance number and approval date by the Miami-DadcCountyProductControlDivision. Thcse documents shall hereinafter be referred to as the approveddrawings. 3. LIMITATIONS 3.1 This approval applies to clippcd structural Mullions to be installed vertically or horizontally, asshownintheapprovcddrawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opcning Width, for either Ix2x.125 (2 anchors) mullion or I x4x.125 (4 anchors) mullion, sec corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be Iiilllted only to those appearing oil charts referencedaboveandalsolistedintheindividualwindow's Notice of Acccptancc. 4. INSTALLATION 4.1 The clippcd mullion system and its components shall be installed in strict compliance with theapproveddrawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABEILINC 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT 11EQUIRENIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc, with mullion option indicated. 6.1.2 The Notice of Acccptancc of cacti door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccptancc, clearly markcd to show the comPoncnts selected for the proposed installation. 6.1.4 Any other documcnts rcquircd by the Building Oflicial or the South Horid: 13uilding CodeSFBC) in order to properly evaluate the rnstalla ' it of t us system MUM14 Perez, P.E. Product Co Examiner Trodu ontrol Division 6r -',-) VIST Industries ACCEPTANCE. No.: 00-0912.05 A1111120VI:D JUN 2 8 2001 1;;CPIItLS JUN 2 8 2006 NOTICE OF ACCEPTANCE:: STANI)ARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal applications has been riled and the original submitted ducumcntilt ion, incltutling test supporting data, engineering documents, arenoolderthaneight (8) years. 2. Any and all approved products shall be permanently labeled with [lie manufacturer's name, city, state, and the following statenunt: "Miami -Dade County Product Control Approved", or ns specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. Them has been a change in the South Florida Building Code affecting the evaluation of this productandtheproductisnotincompliancewiththecodechanges. 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 scaled 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 causc for tcrmination of this Acceptance, unless prior written approval has been requested ( through tic filing of a revision application with appropriate fcc) and granted by this ofiicc. 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 Acccptancc as nn endorsement of any product, for sales, advertising or any other purposes. G. The Notice of Acceptance number preceded by (lie words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the NoticeofAcceptanceisdisplayed, then it shall be done in its entirety. 7. A copy of this Acceptance ns well as npproved 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 (ime. The engineer needs not reseal the copies. 8. failure to comply with any section of this Acccptancc shall be cause fur termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EN 1) 0 F TlIIS ACCE.l"T 1NC1. za' O'9!2-10! ManeK'-p ri, P.E., Product Co trot-xamincr Produontrol Division r ANCHORS: rwE.'a rYP. T' OR '0' MULLION 001N ENOS\ CLAZWG PROOUCr GWINGPLOCI W 1-1--W2 w Iv - wl w2 2_) WINDOWS M(IL(FIl TOC THER FOR DETERMINING AM ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = W OR lYl +W2 AIULL LENGTH = H ANCHORS: r1PL's ; C' OR '0' BOTH ENDS r—w--I H? PROpUCt TYP. N N1lUON MI CLAZrICPROOIKi NO TFS I. fOR ANCHORAGE TYPE. OILWTITY AND LorwimREFERTOSHEETS2. 3 AND 5 H - NHN2 1) WINDOW MUL D W10NE ABOV FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = H OR H 1 +H2 • MULL LENGTH = W 2- WINDOWS MAY 6E MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON -IMPACT 4.REFERENCE TEST REPORT FTL-2902. 2903 AND 2975 ANCHORS: rwE. 6 ; Y' OR b' Dom ENDS . l N 2 ANCNoas: T • OR b' WIN ENDS . N HI WI---- _W2 GIAZWG aROOUCI ll YI TYP, YUI1pN Y1 GLl7WC PRGD,XaRoaxr vxoax:t I CLIZWGOLPROK I Y} rw. MUUKIN YI CLIZWG CIAZWC CWWC PIIOOU l PNOOLOCI PROOUCI W W : wl.w2 WI—l—w2-1—wl—IwNH11112 2) WINDOWS MU I Ft> W - w1.w2/wj N . HLN2 W/ONE ABOVE M(JLTIP[ F WINDOWS MULLED FOR DETERMINING MAX ALLOWABLE W/ONE ABOVE DESIGN PRESSURE SEE TABLES FOR DETERMINING MAX ALLOWABLE ON PACE 5 OF 5 DESIGN PRESSURE SEE TABLES A11) MAX OPENING - H OR H1 +H2 ON PACE 5 OF 5 MULL LENGTH = W OR W1+W2 M3) AWX OPENING - H OR H1+H2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = W OR W I +W2+WJ MULL LENGTH = HI A14) MAX OPENING = Wi+W2 OR W2+WJ MULL LENGTH = HI ApFp(K0 AS cawn»r 4i SOUTH 1Lomat @maw. rmmj omsm 11 C NNLOWG000Ec0--pi- I CEdt/ID ACCEptvaNO. 00- /411 .O: i_ RobenL kZy 7- INDUSTRIES P.J.P. s :/ 2B/00 ARRANGEMENT DETAIL rAle I " STD. WALL MULLION P.E /3"l2 stmeltiml 1020 4'c/wo[0Gr D*f& NOKO[tS A Ju75 v.a sox u2s axOWA n 34274 0.4w.c MULLS NTS sM.l a.ry N.. 1 - 5 6620 2OR STAIX( At7V ON I' LA110. CAP Opposw SIDES Cur nA,*;lS off or I .. — f ............... (SO AS 14r rO A4CiwFOro.. A V,_ C_(L _ .1 T I : Uyl L^ C.VOrwo) 4S- s elgol) 7riiiii..-iiz r ALL fAST[WEPPS WST Ar OiM coLwrr APPROKOL SIX MFE is ILL TORI' AdL741 — Per I. uµI ON I TYPICAL MillilON TO ujilloN IA/ STAIIATION TYPE ',4' r 2' ON 4'-1 M JFK S.Y.S. IMIN.— S SlA=fACD ON Woo= SACS ISO AS NOT TO arAmr wr EACH OrAfA)- wow r , rp) n-) OWN 4 UfMir it 82 WOOO Scww (Its/) Ij mw. I Pcwumw Wro POW ALICX ALL fAMWAS MUST K A" COATI, APPMKO. Sr[ #4fr 11 ryPICAI Ailli LION TO_jMCjV_Rr WITH w2Qa- BUCK —ap-L-2- Nam 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET .3. OUANDrY OF ANCHORS FOR 'MULL -TO -CLIP IS THE SAME ASTHEQUANTITYOFANCHORSFJ?OJW CLIP -TO -OPENING. 2. REFERENCE TEST REPORT FIL-2902. 2.90.3AND 2975 OUAIVTjTWr r REPRESENTAT! ANCHORS SHOWN ARE FOR A PICTORIAL ONFRCORRECTQUANTITYorANCHORSPLEASEONLY. O REFERToCHARTS AND FWD THC CORRECTMULLSIZEANDPRESSUREREOOFORYOURSPECIFICAPPLICATION. P, G.r. 1. wuujcw 1- 2* OR 4'-1 SrACZ[ ftV ON Gepaym S"3 am ISO As Nor to ft" IN L. C. Om[p) 21 ( Trpl SCE Nor( it MW A' TAFCON (2461) 11 A&I .• ow I) ptmfmnoN mlo co< orrr 0* dkckcg STINCILVE All fAPMCXS wm ac Nof cvvm PROKO. scr morr to DIPICAL MUL ION TO t 1RIIPnVL-KLH W DQLBUCKREMOVEDFROMCONC. rYPf- 2* OR 4--1 III f-1. skis sus FAGeMpOjVapftsar sonSOAS NOr 10 rr."w Wykl CACI Ona(R) 21 (TYPAs(c Azir I I lb (NF% lo, ON AwFo Occ SMLICRWE All fASIrW*S wr ar & m COLvm m lArm ~wv- UT NOW .41 j TYPICAL A4ULlIONTO STRUCTURF WILy WOOD BUCK ANDCONC- TYPE awot or. P. J.P'412 8100 INDUSTRIES CLIP & INSTALLATION DETAIL Robert L a, /-. Z WALL MULLION PE 039712 1070 IrcmaoGy ow P.O. wx 03" Amawsn J#2), 41 5 mKow n 34275 MULLS2-1 APPROVED AS COMPLY&M ENE er OA reel pNS10N NAO111G CODE couftwcE ortc( ACCEPTAKEhO 00- 0912 -'o 6620 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. n MIN. FROM ENDS (T'!P) AAX r " MULL CLIP TWO (2) ANCHOR LOCARQN5 CXTRUSWN OWO / 1099 14 MAX. L-J-4d Ml A. 1 " MULI CLIP FOUR (4) ANCHOR cOCATiON CXTRuSWN OWC / 1099 2r8 J 4 i MIN. FROM END (TYP) 9 A C MULL CLIP W/TABS REMOVED TWO 2) ANCHOR LOCATIONS CIRRUS.DN OWC / 1099 MIN. FROM IEND (TYP) A' I_" Mlll L CUP W/TABS REMOVED FOUR (4) ANCHOR L OCATIONS CXIRMON OWG / 1099 CLIP LENGTH CHART a PROMASCOUgt Jni FOR I x MULL OUIMil(oft Q 1 ffgun (o `wJ SOU MULL SIZE 'A' er ra artaa DrvlslDn I x 2 x ` IhS eUNOw. CODE raw% OR I x 4 x bJm a...a W. Ir. cmd y. c Rs+.+n.: P. J.P. Onc. irl:ra a 4128/00 INDUSTRIES 1 " MULLION CLIP ANCHOR LOCATION aNOTE, fL dA4,e 1 " STD. WALL MULLION i. REFERENCE TEST REPORT fA-2902.2903 AND 2975 $ 397/L 10N acoas 2 k.,,;N ni27SRONOWS.JrL13274 MULLS NT 6620 1J 1x2x.125 _ 5b2Anchors 60 70 O 42 48 1_29 1 115 107 83 _ 73 _ 67 50.625 70_ 61 55 w 54 57 F 49 44 i 60 631 41_ 35_I 31 35 1 30 27 3 66 30 26 23 72 23 ! 20 17 z_ 76 2017 15 w 78 18 15 84 108 1441 OPENING WIDTH IN INCHES 80 90 100 110 120 130 160 104 103 103 1 103 103 1 103 103 63 61 61 1 61 61 1 61 61 52 50 49 49 49 49 49 41 39 38 38 38 38 38 29 27 26 25 25 i 25 25 24 23 22 21 20 I 20 20 21 19 18 18 17 1 17 17 I xwx. Ito _ OPENING WIDTH 4 Anchors 50 ' 60 70 80 90 IN INCHES 1 100 110 120 i 130 160 4 2; 170 1 170 170 170 170 170 , 170 170 170 170 w U i 0 S0.62.5 54 170 170 170 1i0 L170 1 170 1i0 170 1 170 170 170 170 170 1 170 170 162 170 . j 170 r 158 I 157 170 170 170 70170170170 170 170 170 160 170 1 145 170 I 170 157 157 157 60 63 66 72 1 157 i 143 134 1 127 124 122 122 122 141 1 128 119 1 112 I 108 106 106 106 I 127 115 106 1 100 I 96 93 92 92 142 120 I 105 95 87 74 81 69 77 65 74 63 72 61 71 59L7612011029081 I 78 ill 94 83 74 68 63 60 57 55 53J j 84. 90 88 75 65 1 59 53 1 49 1 46 44 42 40 72 60 53 1 47 43 1 39 1 37 35 33 31 96 59 50 43 i 38 35 32 i 30 26 27 24 108 41 35 1 38 32 11 30 27 28 24 24 22 1 22 1 20 20 1 19 19 17 18 16 16 111 144 Vertical Mull Mull Length Opening Width Horizontal Mull Opeling F---] Width I l I— (dull Length Multiple Mulled Units Mull Length I I I _ 1 Opening Width OVROYEO ASCOMPLY N 1 f 9°, 11°E EY s0 = eOuOWGCODEWYVIwiCEOff 00 -09, a . NOTES I. MAXIMUM ALLOWABLE PRESSURE IN PSF. am" `r P.J.P. a4128100 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS LY INOUSTR"Z3IfS PRESSURE CHARTS AT A TIME. SEE SHEET 1. r J. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 RdwrtLClark. PF. 1 " STD. WALL MULLION IRE 039712 smictu al mm ircNMaorr a W eomra ix n mvi PA ear 0529 MM11 n J427s snr./ Yw.t MULLS u'*: NTS 5 P,5 O, v.iy ww e. 6620 J 2 1 x STD.* WALL MULLS MAT'L: 6063-T6 NOTE.' REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 r,34- I 8 (TYP) FlaT 0"0 « P.J.P. 7rLE4 INDUSTRIES PROFILE Robert L 1 " ST0. P.E 439712 toys rccvwaocr omi P.O. oar rj" Strucmn0 mKo m n .N275 hwom n .r4:74 A"*0WD A3 COYRTw- --.,TM I milSou i er m a oncsnK smom em NUANCE off NXE TAKEwn 00 -0992. WALL MULLION MO II000! scam: 7" *—"* 40. MULLS NTS 4 M 5 6620 I II I II I II INSTALLATION I I I AMULLION ANCHORI II TYP.) ANCHOR I I MULLION ( BRACKET ANCHOR BRACKET — CFNTB.AL FLORMA B-0-Alk. MANUFACTURER NANX a WINDOW FRAME JAMB TYP.) 4R ME # 8 SELF TAPPING ° SMS ( TYP.) ° o SUBSTRATE MULLION DIE NO. 1445 SECTION A -A A A B R v EXTERIOR ELEVATION Iuwu Nu: GEN70452 MULLION DIE NO, 1445 INSTALLATION ANCHOR TYP.) SEE NOTES a ° a # 2 & #3 o 1- 7/8"— 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 & S;LL. GENERAL ALUMINUM CORP. CARROLLTON. TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: _ _ _ _ DRN: JS APRVD: - - - - DATE: 3/1 7/02 WT/ FT: - - SCALE: HALF MAIL[ - - - - DWG NO: GEN-0452 PREPARED BY: PRODUCT TECHNOLOGY CORP, M INTERNATIONAL PKwT, NEATNROw. FLORIDA 327-6 PHONE 407-805-0365 FAX 407-50.5-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WOW. HGT, V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38F 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 d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 8050365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 6A f, GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19125 25.500 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 APPUES 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 d APPUCA nON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054X366 CA020122 FEB. 19, 2002 02-0217 i yy kit <</ GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > 16.000 WDW. HGT. V 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MW CA020123 FEB. 19, 2002 02-0217 MUL LI" ' ANCH BACK WINDOW FRAME JAMB TYP.) I S TALLA TI ON NCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULUON DIE NO. 1446 SECTION A- A urA MULLION ANCHOR BRACKET n v a ° a 0 SUBSTRATE M JLLION G;= N0. 1446 INSTALLATION ANCHOR TYP.) 100, v ° SEE NOTESv ' # 2 & #3 o v F-- 1-7/8" SECTION B-B BCENTRAL MA-NUFACTUREV EXTERIOR ELEVATION - E .' TER FILE # 5NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. I I ^ 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALU Ib rev U M CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16 CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR, OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DE Ai_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING r10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO SNOOD AREA: - - - - ORN: JS APRVO: ---- OATE: FRAMING. J C. wT/FT: SCALE: M TL Owc N0:__ HALF ---- PREPARED 8• PRODUCT TECMNCLOO+ CORP. 250 MtERNAT,ONAL PKWI, r£ATMROw. FLORIDA 3274d -ONE 407-805-0565 FAX G'A#6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WOW. 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 aa. FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT, V 16,000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72,000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 W5-0365 / FAX 407 W5-0366 CA020036 JAN. 11, 02 01-1201 yy 0/ - ZT-D''- MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIVIN DIE NO. 1448 SECTION A- A M. ULLION DIE NO. 1448 MULLION H IN-STALLATION ANCHOR ANCHOR BRACKET (TYP. ) SEE NOTES 2 & #3 SUBSTRATE SECTION B-B EXTERIOR ELEVATION MANUFACTURER ' q 14-:- N M t4oTES: MASTER FILE_7 yl 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION. DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE NIINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON. TEXAS DIA. CONCRETE SCREW ANCHOR, OF SUFFICIENT LTH. TO ACHIEVE 1-1 /4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA.!_ EMBEDMENT INTO CONCRETE OR MASONRY. DIEALUMINUMTUBEMULLION, D N0. 1448 3) IN WOOD FRAME CONSTP.UCTIr,i, ATTACH MULLION TO SUBSTRATE USING #10 Y. SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EmSEEDMENT INTO WOOD AREA: - - -- ORN: JS APRvO ---- OATE: j/;.. C FRAMING. WT/FT: _— SCALE: yALF MATU ---- 0W5 NO: G`1 PREPAPEO OT PROCUCT TECMNCLOCT CORP. 150 INTEQNt-10Nl1 PK'NT, YCATMROW. FLCQIO. 3.74E 2MONE 407-505-0365 itt GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 c-PA V FIN VERTICAL S.H. SIZES WDW. WTH. > WOW. HGT. V 18.000 24.000 30.000 36.000 48.000 53,125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION 01448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 8054)365 / FAX 407 805.0366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q FIN VERTICAL P.W. SIZES WOW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION 01448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCAnON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 th VA v ill .,'', PfD41lll G'1 I. BGWEN ENGINEERING' CORPORATION E e 024 VA UMA 9TRlMT' ; owl-OC*, P. 02Wv SEC JOB No. JOB W"c — swcu No, of CM.oULANo .Y CAIE DRAWN h DAtc tfS'A D a R S i o,t 3 TV a c 154 R l a a (FLAB . BLPG. cops Lamzzr ) D frICA3p••.e1e.0 'a7asv ("L.A. Sum.co06 LAT"'r, fD rriO0J A, -El. A... as , 20g4. a" o•+q 7K (!' r m • G . MAX w/ c1) lb/lIp -r,.p toa' Ill'/y"Mbed) ,.4 e••a++ i a{ r. - lIvq up P1&e4 1 I =/'b, os if. wr d o a a o f a W n41, or ti PS Ad d ^-a t'14 & Q.l •1 Pe w•`i r Leo 4oliitMooRMst a ., Se0, (..,.. C5 I coals - p ) 7A pie M &'J oca,,eEm RE CO •.6 -,cv. o.. s . IoCL 7D J. o r o E x -} o a Cal l r s 9 "B { o nit D r••.. .+'1 { f o a' '1., $`' A.. p! 120 + 1 PCD * w %: *Ar L. (a' . Vc Ito, 9y toy, - ;;,, I.rlll ii-3iil-s;s,h Sz-finb s 1Y 65:s azuoz ';. Ifif P.es r 67 A r I' P 1 1flR 07 1Do !a f vMMI6Aen•... ri.Nia •1aN)fl• Ta Twry hC fiiA Wo? AMMII 1 N i 7mom Ann nn a; 4 HUR UC4NE ENGINEEJUNG & TESTING ING Worm t&tcAlr Pmours Tom hly lbk 2001 REPORT NUMBERi RET141-1042 NMVIIFACTLIM: mdia, Im. 0300 lair Drh*% 39M 107r 81 /Noe; A, CA 91731 ThNI IM ATION- Hurricme )Snghmw V R Togio.S Ina. 8S3*2 NW 64 Strolt!ullata4JFL 33166 NOTIM- AT1ON NO: Ilt'M1021(MAtrII4"r COUNTY', VLOMA) SACCI LiSTM NO.: TL - 95MA LAM •Rk1'INK'A77C)>< ;VilIVIH};Ii; 014417.03 PRODUCT; Hollow Mao Dk%lk Wall/wIndow ARODVCT DESMIFMN, Hollow Claw Blocks AOmiml Di movioor. 7 3r1" x 7 3/4" x 4" PRODUCT SIZEv 72" WW# x 72" hipw DRAWING M7T MM. 97-IL Al-Fmm Capoldon. D&W 4.I2.97 NO1E MM liia MaddrawtnK is ur; intrKr;elpupt etPtail eymn DE61ONLOADS oo.- +as wued _ft T ST WCl I pD AY.. (AM or pm tw) SYW WdW Ali. FLD. (HRIT) hkr, P1Qk 1'lsii* aim 1Nr, Le+om* A savini, E. L (1677) w fIM."W4 swoomm: Heotoe fit. irlM*U, P.& (H]" - lift NW #4* Dho, Mlwi. Mesh. UJOL ft" hM nj j , rm (MI !l .I= Np:MMMNYM1Mr01NII.NIM e wn O{I/ • J. titr i j 1 MM "' M"'"` T•, 7wV '-r!N1LY 1L _ .n. Y `• M • 1MiwM. M :ONWi comemcdom ommulr rlt MUM Mmed "ww GUM Hleok Wall/V)bwvwrACO 'RWT1ON OF U..VIT 1)+i.r.l) lli.; 72"wide t 7Z" Ailhale. t !h efV .• NW^ rand MATEPJAI. CIIARAC PSRISTICS Gladeo MfWWI 7 994 x 7 214" x 4- Hw11ww Glww SlowlyOlalss1\ edum : Glen M ak MawUt WM"dlso A27M 387 ft TY3o DaYlW ap"im. 721lw4de a 72" Wlb awcKff L OLUS BLOCK Vaud" now. rasa. mwbwinowdWd Jaim" +ara audeead wA1 • l-Sf0" wino 0 l3l" dim :—} «~ A G win ) arwsl nyport 100% Wleea MUUA we$ appiwd Ulan do O- l holerbweR•aas weed bale Glad #lw blwoka. PAW abMW wen'RMUsd is a 4x10 aoaalael SYP'12 weed *an. tMTALLATION PBAL 7BR A 1.3 4"wx Wx 0.037- ddak wmq Us w" bolded to diwI -I.—lo limo. blows aerd SEAM" to Aw"ialr wen Wi* ( 010 a i 1 wend sum" Vita• wadmwL q now m wrwt-roes wq.' w a. P.04 pow a"" obiderl 0106,1 yr. ?my Ttw Ranks or— swum CoNcimim The ry tws u aM0 is 0000rdaeoa Pe0loaol PA-94.202 o!!NVa{•D da Cvaollr. Rlw w aw VA tea ofA'TM 1DJ0-N. It a1w mal dooftCodaeoo" 1701.4. rmamaplo wm iataotet tw oombWoa of N07Y,, '%he abmm r M& wan *Uabud W" db dwo opd oan marhodt %Atop lm t=s ooNVluan wrb tha prf4ww4ca n9 a+b 4I tm fal"adapaaiommom. AV ,port dowNOcoasttMtscert&odon efMs,ipe om parted, Dyed W4W Ali, Ph. D, P.B. p aoidat F; G r ,M MedbU4 ReddM 3001foa Moog Na, hIRM0 o0a ft" a al a. SHEATHING BY OTHERS 8 INSTALATION ANCHOR SCREW SHOWN (TYP ) EXTERIOR —,, FINISH BY OTHERS PERIMETER CAULK - BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTERI FIN TYPE - WINDOW FRAME SILL CAULK BETWEEN FIN SKATING 1" MIN. EMBEDMENT 2 X WOOD BY OTHERS SILL STOOL BY OTHERS PERIMETER CAULK BY OTHERS 8 SCREW INSTALATION ANCHOR SHOWN TYP.) EXTERIOR FINISH 1 MiN. BY OTHERS EMBEDMENT SHEATHING SECTION 1 BY OTHERS SHIM AS REO'D. / 8 INSTALATION ANCHOR SCREW SHOWN (TYP.) SEE NOTES) 2 X WOOD FIN TYPE BY OTHERS CAULY IETWEENWINDOWFRAME / JAMB SHEA QL FIN BY 0IRS 1" MIN, EMBEDMENT SHEATHING BY OTHERS f- WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.-7 -0111-1 / -ANCHOR (TYP.) 1 " 0 t O _ 24" O C. MAX. ( TYP.) O p WINDOW T EOUALLY SPACE HGT. ANCHORS (TYP ) SHIM AS REO'D SEE NOTES) 2 X WOOD BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING O 0 0 / 0 0 o O O o O O 6' MAX. (TYP.) 1 6" MAX. (TYP ) ELEVATION VIEWED FROM EXTERIOR BUNUFAC TUM r3AW--0 3 jC& a l?n / A l I "UQW MASTEI RME # 3 - COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /8 SCREWS NO. OF 0,090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL 10 EA. JAMB HEAD SILL O EA. JAMB 16 x 30 109 109 2 2 2 2 16 X 40 83 83 2 2 3 2 2 3 16 x 50 63 63 2 2 3 2 2 3 1 z 2 3 20 x 30 186 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 4a 48 2 2 3 2 2 4 28 x 30 57 57 2 2 2 28 x 40 52 52 2 2 3 2 2 3 28 x 50 46 46 2 2 3 2 2 4 28 x 60 40 40 2 2 3 2 2 4 30 X 30 52 52 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 40 40 2 2 3 2 4 38 x 30 41 I 2 38 X 40 40 40 3 3 3 3 3 3 38 x 50 40 40 3 3 3 3 3 4 X 3 3 3 3 S 40 x 30 40 40 2 40 x 40 40 40 3 3 3 3 3 3 40 x 50 40 0 3 3 3 3 3 3 3 3 3 5 40 1 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 & JAMBS. USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATu•G GLASS IS ALSO OUAUFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENi OF 15% OF DESIGN LOAD APPLIES, POSITIvE DESIGN LOADS WILL BE LIMITED TO 400 PSF DUE TO WATER TEST PRESSURE OF &0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH Two BY WOOD STUDS. USING 0. 090 IN. DIA NAILS OR 03 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. i' 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 SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER EXTERIOR WINDOW HEIGHT FLANGE rIPE WINDOW FRAME SILL PERIMETER CAULKBYOTHERS SHIM AS REO'0 SEE NOTES) INSTALLATION ANCHOR 3/16- DUI. TAPCON I SHOWN CAW( BETWEEN WOOD BUCK t MASONRY OPENING 8Y OTHERS d 1 1/4' MIN. EMBEDMENT Ile SHIM SPACE MAX BUCK WIDTH 1/4' SHIM FLANGE TYPE SPACE MAX Wit" FRAME JAMB 4 ONE BY WOOD BUCK BY 07HERS E 1/ MBEDMENT SHIM AS REO'D SEE NOTES) d CONCRETE OR MASONRY OPENING BY OTHERS PERIMETER CAULK I > BY 07WERS WINDOW WIDTH EIS CAULK BETWEEN WMINDOW ou SECTION 2 WOOD 1 WINDOW WTH. A B C D 3/1V DIA TAPCON SHOWN WDW BUCK t MAS'Y OPENING BY 07M RS FINISH BY 07HERS i I / K 2 WINDOW HGT. F G H I. a CAULK BETWEEN WINDOW FLANGE tr PRECAST SAL WITH VULKEM PRECASR SAL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CENERAI 1) SHIM AS REO'D. AT EACH OW&LATTON ANCHOR WITH LOAD BEARING SHIM. MAIL ALLOWABLE SHIM STACK 70 BE 1/4'. 2) WINDOW FRAME MA]ERML: ALUMINUM ALLOY GOO& 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SAL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM I IS ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VUL.KXA IIS ADHESIVE C'i1U.X AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECAMIE)NDA7101NS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) tLA55 THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SNME HUNG IS SHOWN. THIS PRINT ALSO APPLIES 10 THE 1540 INSULATING CLASS SINGLE HUNG SERIES. SILL STOOL BY OTHERS FAI 7 r 1 !U ELEVATION VIEWED FROM EXTERIOR CENTRALFsLLOR A.L . na .+ O . AL F- cpy s. G'AWERA AL Ut-4/u UM V. L q .R FLi.E t COMPARATIVE ANALYSIS TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS W OTH/HDGHT EXTERIOR INTERIOR HEAD JAMesSIZE 12 t9 to x 26 ty tro B 13 19 t/9 X 36 3/0 79 76 B F.G 14 19 1/8 X 50 mA 59 59 B F.G 14+4 19 1/9 X 54 SA 54 54 a F.G 14+5 19 1A X 55 we 52 52 9 F.G 15 19 1/9 X 63 45 45 B F.G 16 19 IA X 72 40 40 F G 1H3 26 t/2X 36 a/9 51 al 51 9 F.9 F.G 1H4 26 1/2 X 50 SA 44 44 B F.G IH4+4 26 1/2 X 54 $A 42 42 B F,G tH4+5 26 t/2 X 55 WS 41 41 B F.0 INS 26 1/2 X 63 40 40 B F.G 1 1 X 40 F 56 B3DX330inx393184444 F.G 3OX4 30 1/t X 50 9A 40 40 B F.G 3OX4+4 30 1/2 X 54 5/6 40 40 B F.G 3OX4+5 30 1/2 X ss a/6 40 40 9 F.G 300 30 1/2 X 63 1 72 40 40 40 B F.G x t a O C237X50 *A 40 40 B F 2444 37 X 54 #A 40 40 B F.G 24+3 37 X 55 AA 40 40 9 F.G 25 37 X 63 40 40 B F.G.H.I 26 37 X 72 40 s 48 x 25 4117— B G 48218 46 X 36 3A 40 40 B FA A540 46 X 50 $A 40 40 a F.G 464+4 40 x 54 SA 40 40 B F.G.H.I 464+5 49 X 55 *A 40 40 B F.G.H.1 4e63 46 X 63 40 40 B F,RH.1 32 53 %A x 25 45 45 B F.G 33 53 1/0 X 36 aA 40 40 B F.G 34 53 1/4 X 50 DA 40 40 B F.GAI 34+4 53 1/6 X 54 SA 40 40 B F.GAI 34+5 53 1/f X 55 GA 40 40 B FAXI 35 53 1/9 X 63 40 40 a F.GAI 35 53 ve X 72 40 40 B F H 1 1) W/IFRE WATER RESISTANCE TEST REOUREMENT OF 15X 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. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCAIML 4) INSTALL /B SMVIS OF SUFFICIENT LENGTH TO PRONDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED NSTALLA71ON HOLES. 5) IF EXACT WA40OW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUAN71TY U57ED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'0. PREPARED 91". PADDLO 1ECHNM= CORP. 230 WEMABU IA MT.. sunL ZXJ. MIUMUN, rLLW%A .ur.ro —6L wr 9Ua-aria rw..... -- SMCATMING By OTHERS CAULK BEHIND FIN EXTERIOR FINISH By OTHERS PERIMETER CAULK By OTHERS FIN TYPE ---' WINDOW FRAME HEADER GLAZING SEE NOTES) EXTERIOR IFIN TYPE FRAME SI PERIMETE By OTHEA EXTERIOR FINISH By OTHER CAULK III ISHEATHIR„ By OTHERS I' MIN, WINDOW WIDTH--+LL 1/4' MAX. EMBEDMENT I1 - SHIM SPACE 2 x By WOOD BY OTHERS SMIM AS REO,D. 2 X VD BY OTHERS FIN TYPE vU4DOv 98 INSTALLATION FRAME JAMB ANCHOR SCREW GLAZING I. MIN SHIM AS REO'D. ( SEE N13 EMBEDMENT 71/4' MAX SHIM SPACE L K"i-L! WINDOW HEIGHT 24' D.C. MAX. (TYP.) WINDOW HEIGHT IL S tEO'D. 1/4' MAX SHIM SPACE x8 INSTALLATION oNCHOR SCREW 2 x WOOD Br OTHERS EXTERIOR PERIMETER CAULK BY OTHERS XB INSTALLATION EXTERIOR ANCHOR SCREW FINISH CAULK BEHIND FINBYOTHERS SECTION 2 SHEATHING BY OTHERS WINDOW WIDTH 4 COMPARATIVE ANALYSIS & ANCHOR CHART v N v SIZE DESIGN PRESSURE EIF •8 SCREWS NQ DF 0.099 DIA. NAILS c1NCHES) CAPACITY IN PSF REOuiRED IN FRAME REQUIRED IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD K SILL 2 EA JAMB HEAD L SILL EA. JAMO 20 . 30 40 40 2 2 2 2 20 X 40 40 40 2 3 2 2 20 X 50 40 40 2 3 2 3 x60 40 40 3 2 3 30 30 40 40 2 30 . 40 40 40 2 3 2 3 30 X 50 40 40 2 3 2 3 30 60 s a 2 2 4 40 X30 40 40 y 2 40 X 40 40 40 3 3 3 3 40 x 50 40 40 3 3 3 4 4 x 4 4 3 3 5 0 a 30 40 40 3 2 50 X 40 40 40 3 3 4 3 50 a 50 40 40 3 3 4 4 50 x 60 40 40 3 4 5 73 x 1 40 40 4 4 0 0 2 EDUALLY SPACE ANCHORS (TYP) 0 o 6' MAX. (TYP) 0 o o 0 0 I - 6' MAX. (TYP.) --7) - ELEVATI N VIEWED FROM EXTERIOR CENTRAL, FLORIDA R.®.A.:F. MAINUFACTMM NAME: OCAIF,R41- ,4i t1MiN MASTER FILE # NOTES 1) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 404 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS USING 48 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. V EMBEDMENT INTO SUBSTRATE OR 0.099 IN. DIA, NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE OUANTITY LISTED WITH NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING S iiM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 5) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL A JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS SINGLE GLAZING 1S SHOWN, INSULATING GLASS ALSO QUALIFIED. 9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 19DO SERIES PICTURE WINDOW. P FSI tEILTHIMG CTHE.'.- STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS a .'::L K• 'If .. SLIDING GLASS DCOP. , FRAME SILL S.+IM 14STALLAT!Cti AMCa•C-R t- DOOR WIDTH CSEE MOTES) sE :CR_W CAULK BETWEEN DOG FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING BY CTi,LRS COCK FRAME JAMS MAX. I 1/4 SHIM SPACE A1A MIN. — EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS CTYPJ i DOOR HEIGHT TENDERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B A { MAX. SHIM SPACE TWO BY WOOD i,I-1/e Mitt BY OTHERS i EH3EDMENi SLIDING GLASS SHIM AS REO'O. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING L— SHEATHING BY OTHERS TEMPERED GLASS STUCCO CTYPJ OR SIDING 9Y OTHERS SLIDING GLASS DOOR INTERLOCK NS ALLATIC-M 6.VCr Z WtGJ RS rULK :ETWE:N ILK STRIP L EATHiNG HOOK STRIP DETAIL 1-1/8' MIN. EM?EDMENT I 1)) DOOR MATERIAL* ALUMINUM ALLOT 6061 23 18 IMSTALLATIQM SCREWS MUST 7E OF SIRFFICIEHT LENGTH TO ACHIEVE MIN. £ME3HEHT OF 1-Wr INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST IE Or SUFFICIENT LENGTH TO ACHIEVE MIK EMBEDMENT OF 1-t/4' INTO MASONRY GO CCACREiL 3) USE StLIC041 ANCHOR IC C L i mI o THIS LANCEA) USE StLIC_-4ZE ACRYLIC CAULK 7EMIN0 DOOR R SEAL At HEAO L EXTERIORS) USEEXACT Nis CAULK FOR PERIMETER MEAT ASE A EXTERIOR OF DEISTitt< EXACT GLGR SIZE E NOTQtALISTED W ANCHOR E SURE USE ANCHOR pUANT{TY LISTED WITH NEXT LARGER SCE. FL7! THE APPRIyRIa:£ DESIGN PREffiAE REO'D. T) FC* POCKET FApR SIZES USE CLOSEST ITPASS DOOR SIZE L COKIGURATION TO FWISHEO G`EMM4 B a PLACE INSTALLATION ANCHORS. IN FIOai OF HOOK STRIP AS SHOWN. I U GLASS THICKNESS MAY VARY PER REOUIRE)EMTS III ASTH C1700 GLASS CHARTS p I !) DOOR UNIT IS APPROVED USING T£HKRED GLASS IN SINGLE GLAZC ORINSULATING GLASS I., :ANSI / SILL CORNERS ARE TO K iEALE3 WITH A SMALL JOINT UAM SEALER. IU SHIN AS RE6'D. AT EA SET Cr IMSTALLATtUM AHCNCBS. MAX. ALLCVAAE SHIN STACK TO K t/A' 1 :2) ALL tHSTALLATICH AMC)-C*S MUST K MADE OF C3120110% RESISTANT MATERIALS. _ A t3) WHERE 'X- REPRESENTS HEWING PAWL AND 'W REPRESENTS FtXED PANEL APPR6vE3 I C3WtGURATICNS ARE AS L!STE ON ANCHOR CMART CM 7ACX W THIS SHE?IT. IA) NOT ALL C.CWIGURA:K9K KLISTEDAvE ARE SHOWN ON THIS DRAWING. HOWEVER TALLATtCMEXTERIORELEVATIONEvAiIONSECTi@RpLM3EDMENTT 'A -A'. '7-7' L HOOK STRIP XTAIL APPLY TO INSTALLATION Cr ALL APPRCVE3 i d a I-1/3' MIN. 2 PANEL DOOR SHOWN G A dddTTT a p p LIBERALLY APPLY t R CAULKING uNDER SILL IORSETSILLINBED !NSTALLATI-N AMC[R GF C:NCs ?E 3/I5' MA. TAPCON SEC T!UN A -A CONFIGURATIONS, IS) FLORIDA EXTRUDERS t000 SERIES iL:DtHG GLASS DOER tS SHOVK THIS PRINT ALSO AP? :ES T,^, 2000 SERIES AND S00 SERIES. DESCRIPTION DATE I INI F L O P, I D A INT. EXTRUDERS Sarvr rrj-, FL. ME: SLIDING GLASS DOOR I INS i ALLA, i ION WI i 'ri =8 SC7-'-wS DRAWN BY:3? 1 APFROVED BY: 101. 1 V. .... In!er ........_- .. - . -r 8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR DOOR OUAN T ITiES IN HEAD 8 SILL OUAN T ITIES IN EA. JAMB IOUANTITIES 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 FSF TO CONFIGURATION 45 PSF I 60 PSF 70 PSF I 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, 0x, XO 48 X 80 6 6 6 8- 8 8 4 4 4 5068 XX, Ox. x0 60 X 80 6 6 6 8 8 8 4 4 6068 XX, X, XO 72 X 80 8 8 8 8 8 8 4 4 4 8068 XX, OX, XO 96 x 80 10 t0 10 8 8 8 8 4 4 4 100 8 xx. Ox. XO 120 X 80 1p 1p 12 8 1 8 4 4 4 5080 Xx, Ox. x0 60 x 96 6 6 6 10 10 10 5 5 5. 6080 XX, OX, XO 72 X 96 8 8 8 10 10 10 5 5 5 8080 xx, Ox, xO 96 X 96 10 10 10 10 10 10 5 5 - 5 0 O xx x x 120 X 96 12 12 12 10 10 t0 5 5 5 50100 xx, Ox. x0 60 x 120 6 6 6 12 12 12 6 6 6 60100 XX, OX. XO I 72 X 120 8 8 8 12 12 12 6 6 7 jaga-Xx x XO 96 X 120 to 1 10 16 12 12 12 6 7 8 9068 OXO 109 1/8 x 80 12 • 12 12 8 8 8 4 4 4 12068 Ox0 145 1/8 X 80 14. I 14 14 8 8 8 4 4 4 15068 Ox0 181 1/8 X 80 16• 16 16 8 8 8 4 4 4 9080 NO t09 1/8 X 96 12 12 12 10 10 10 12080 OXO 145 1/8 x .96 14 la 14 I 10 10 10 I 5 5 5 15080 OxO 181 1/8 X.96 10 10 10 5 5 5 90100 Ox0 109 1/8 x 120 12 12 12 12 12 12 5 7 8 120100 Ox0 145 1/8 z 120 a 4 a 12 12 12 5 7 8 9068 XXX 106 • /8 X 80 12 ' 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 15068 XXX 178 5/8 X 80 8 8 8 4 a a 9080 xxx 106 5/8 x 96 12 12 12 10 10 10 5 5 5 12080 xxx 142 5/8 X 96 14 14 14 10 10 10 5 5I 5 15080 xxx 178 5/8 X 96 6 16 1 10 10 10 5 5• 5 90100 xxx 106 5/8 X 120 12 12 12 12 1 I 12 I 6 7 8 120100 xxx 142 5/8 X 120 a I e 4 12 12 12 6 7 8 10068 OXXO 119 5/8 x 80 12 12 12 8 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 I 8 8 8 4 4 4 I6068 OXXO. 191 5/8 x 80 18 18 18 8 8 8 4 4 4 12080 OXXO 1143 5/8 X 96 14 I I 14 10 10 I 10 5 I 5 5 15080 OxxO 191 5/8 X 96 18 18 l8 10 10 10 5 5 5 100100 OXxO 119-5/8 x 120 12 12 1_ le 12 1 6 E 120lOO OxxO 143 5/8 X 120 14 I 14 14 12 12I 12 6I 7 8 160100 GxxO 191 5/8 x 120 l8 18 19 12 12 l2 6 7 8 1 XXXX 4 X b 12 12 12 0 4 4 12068 xxxx I 141 1/4 X 80 I 14 I 14 14 8I 8 4 4 16068 xxxx 189 1/4 X 80 16 16 t6 8 8 8 C 4 C 100 0 xxxx Ili 1/4 x 6 12 12 12 u 10 12080 XXXX 1411 1/4 X 96 I 14 I 14 I 14 10 I 10 I 0 I 5 16d80 XXxac l8, 1/4 x 96 s 10 0 0 5 00 00 xxxx 11 1/4 X 1 0 l2 12 12 i 12 Ic 5 7 8 120100 xxxx I t4! t/a X 120 14I 14 1= I 12 12 2 7 e b010C XXXX 195 i/4 X 120 6 16 19 1_ 12 12 7 a F "'= :w:-QN-CY _=_NiNG %.1/Tl:_ By B'JC< US-7 SAME ANC-: FLORIDA IN . INERS SANFORD, 'rt SLIDING GLASS DCGR INSTALLATION VM-; X? L+ SCR_` S c I V I max: N. f .5 7 Ll YCF 17... i rEE MASCNRr OY=N!NG rE_ t'ESH — Y _zS CAULK- KTVEEN DOOR FLA•'`/Gc b V, BUCK ALLK 3ETWEEN PERIMETER VOOD BUCK t CAULK BY MAS'Y. OPENING BY OTHERSOTHERS STUCCO_ aBYO'r`R77 V INSTALLATION ANCHOR 28 SCREW (TYP. WHERE — TAPCONS ARE NOT REO'Dj SLIDING GLASS { DOOR FRAME ISILL7 D a d d a 0 LIBERALLY APPLY CAULKING UNDER SILL INSTALLATION ANC R 3/16' CIA. TAPCON INSTALLATION ANCH.OP 8 SCREV (TIP. WHERE ONE BY WOOD TAPCLNS NOT REO'D.) PUCK BY OTHERS I— 1 1/4• MIN. EMBEDMEN i I> r1/<' MAX. SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) " DOOR HEIGHT d EMBEDMENT a 1-1/4' MIN. a b OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' WA. TAPCCIN SECTION A -A SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS f— S.G.D. WIDTH s— 1/ 4' MAX SHIM SPAC: 1 1/4' MIN. iEMBEDMENTONEBY WOOD BUCK BY OTHERS CAULK BETWEEN V WOOD BUCK t MAS'Y. OPENING BY OTHERS TSHIM AS REO'D. CSEE NOTES) INSTALLATION ANCHOR 3/16' DIA. TAPCON Q CAULK BETWEEN DOOR FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/16' MA. TAPCON SLIDING GLASS DOCR HOOK STRIP 1-1/4' M]N. EMEEDHENi I 1 CONCRETE OR MASONRY OPENING BY OTHERS a J tG L CAULK BETWEEN WOOD BUCK t MAST. OPENING BY OTHERS CAULK BETWEEN HOOK STRIP t WOOD BUCK Q I ONE BY VCOD BUCK By OTHERS STUCCO --b- BY OTHERS BAO.A.F•TEMPERED GLASS -21 SECTION B4ANLIFACrMIER (TYP.) 11-4m• SLIDING GLASS DCIOR INTERLOCK MAMR FILE# HOOK STRIP DETAIL CLULfto- A 17 DOOR HATCR1AL , ALUMINI M ALLOT 6061 2) IA/EON TYPE INSTALLATION ANCHORS MUST K Of SLFFICIENT LCNGTH TO ACWEvC MIN. EmKDNENTor1-1/s• INTO MASONRY OR COCRETC. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL fRANE PjmKxs. IAPCON ANCHOR CHART ON BACK Or THIS SHECT. s) USE SILICOWZCD ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 6 JAMBS6) USE SILICONIZED ACRYLIC CA1LK FOR PERIMETER SCAL AROUND EXTERIOR OF DOOR 7) P EXACT DOOR SIZE 1S NOT LISTED IN ANCHOR CART, USE ANCHOR OUAMTITT LISTED WITH NEXTLARGERSIZE. FOR TNE APPROPRIATC DESIGN PRCSSuRE RE" R) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L COKIGLRATTON TO fINISHEO OHENING. PLACE TA COIS.. IN FRONT OF HOOK STRIP AS SHOWN S) GLASS THICKNESS HAY vART PER REOURRENENTS OF &SIR E130D GLASS CHARTS. 10) ALL FACTORY APPLICD HOLES NOT DESIGNATCD FOR TAPCON ANCHOR SmOLD DE fkLED WITH RG SCREVSor39uCpL11) DOOR UNITISLEP47H TO APPQMDUSICHPCRCD GLASS IN SINGLE OLAZEBOORBINSLLATIKH GLASS. 12) JANI / SILL CORNCItS ARE TO IC SEALED WITH A SMALL JOINT SCAN SEALCR. 13) SHIM AS REDO AT EA. SET Of INSTALLATION ANCMORS. MAX ALLOWABLE SHIP, STACK TO BEl/A'. lA) ALL AS AmC ORS NAHST K MADE Or CORROSION RES.STAMT MATCRIALS- is) WHERE •X' REPRESENiT-MOvING PANEL AND '0' RE KSENTS FIXED PANEL APPROVCO ACOKIGLRATIONSAPEASLISTCDONANCHORCHARTONBACKOfTHISSHEET. 16) MOT ALL COFIGURATIONS LISTED ABOvC ARE SHOWN ON THIS BRAVING. NMvCR INSTALLATION EXTERIORELEVATIONSECTIONS 'A -A'. '1-I' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2PANELDOORSHOWNCOrIGURATIONS. 17) INSTALL ONE TAPT33N IN EACH IAD! Of FACTORY APPLIED 1NS'ALLATION HOES L tCSS NOTCD OTHERWISEONANCHORCHART. SCE SACK OF THIS SHEET. IS) fLOR1DA EXTRUDERS low SERIES SLIDING GLASS DOOR IS SNCvM. THIS PRINT ALSO APPLIES TO IMSERIESANDSLRSCRICS. REVS DESCRIPTION I DATE IN I 1 a p T n A INT. INC.EXTRUDERS SANFORD FL. TITLE: SLIDING LGLASS DOOR I INSTALLATION WITH TAPCONS I DP.AWMBY: BB I APPROVED BY: IAGCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD 8 SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP 70 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO C ONFIGUFATjON 45 PSF 60 PSF I 70 PSF a5 PSF _ 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 406E XX, OX, x0 48 X EO 3 3 3 4 4 4 3 3 4 5068 XX, Ox, XO 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5 8068 XX, Ox. XO 96 x 80 5 5 5 4. 4 4 3 4 5 10068 XX. Ox XO 120 X BO 6 A 7( ) 4 4 4 3 4 5 5080 XX, OX, XO 60 X 96 3 3 3 5 5 5 4 5 6 6080 XX, OX, x0 72 X 96 4 4 4 5 5 5 4 5 6 8080 Xx, x, XO 96 x 96 5 5 5 5 5 5 4 6 6 ioo 0 XXI OX, XO 120 x 96 6 A 7 n 5 5 5 4 6 6 50100 Xx, Ox, X0 60 x 120 3 3 3 6 6 6 5 6 7 60100 XX, X, x0 72 X 120 4 4 4 6 6 6 6 7 8 somo xx. Lix. x 96 X 120 5 1 5 1 A 6 6 7 (D1) 6 8 9 9068 OXO 109 1/8 x 80 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 157 9 02) 4 4 4 3 4 5 15068 OXO 181 1/8 x 80 S 10 () I 1 () 4 4 4 3 4 5 9080 Ox0 1 9 1/8 X 6 5 6 12080 OXO 145 1/8 X 96 7 8 cD1 9° Ste) " x z-I5 g"tUL5 4 6 6 5080 OxO 181 1/8 X 96 1 8 11 5 5 5 4 6 6 90100 Ox0 109 1/8 x 120 5 5 6; D1) 6 8 10 120100 Ox0 145 1/8 X 120 7 9 ( 6 6 7 (D1) 6 8 10 9068 XXx 106 5/8 X 5 4 • 4• -- A 3 4 5 12068 XXx 142 5/8 x 80 7 7 8 (D1) 4 • 4" " : 3 4 5 15068 xxx 178 5/8 X 80 8 1 4' a' a 4 3 4 5 9080 xxx 106 5/8 X 96 5 5 6`j 12080 XXX IA2 5/8 X 96 7 8 (D1) 9 02) 5 5 5 4 6 6 15080 XXx 178 5/8 X 96 8 11 ()13 I 5 5 5 4 6 6 90100 xxx 106 518 X 120 5 120100 xxx 142 5/8 x 120 7 n (n^) 6 6 17 6 I 8 I t0 10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 x so 7 7 8 (DI) 4 I I 5 16068 OXXO 191 5/8 X 80 9 10 (DI) I2 (D3) 4 4 3 4 5 10080 t)XXU Vb b 6 7 (D1) 7 3 4 b b 12080 OXXO 143 5/8 X 96 17 8 (DI) 9 02) 5 5 15 4 I 6 6 160SO OxxO 91 5/8 X 96 7 3) 1A ( 5) 5 5 5 4 6 6 100100 OXXO 11 5/8 x 120 6 6 7 (DI) 66 7 (DI) 6 5 10 120100 OXXO 143 5/8 x 120 7 9 02) 10 03) I 6 6 7 (DI) 6 8 10 160t00 OxxO 191 5/8 x 120 10 (DI) 13 cD4) 16 cD7) 6 6 i (D1) 6 8 10 10068 XXXX Ili /4 X 80 b 6 6 4 4 4 3 4? 12068 XXXX 1141 1/4 X 80 7 7 8 (DI) 4 4 14 I 3 I 4 5 16068 xxxx 189 1/4 X 80 9 (Di) TO (132) 1 (134) 4 4 4 3 4 5 looso xxxx 11 1/4 x 96 b 6 7 (DI) 4 j12080XXXX1411/4 X 96 7 8 (D1) 9 02) 5 5 5 4 6 6 16080 xxxx 189 1/4 x 96 9 (D1) 1 ( 4) 15) I 5 I 5 15 4 6 6 1 100100 xxxx 111/4 x 120 17 (DI) s 1) 6 to I_ 0:00 xxxx 141 i/a x 120 7 I6 8 (Di) 10 (D 3) 6 6 I7 (D1) 6 I8 I10 I160100XXXX1891/4 x j20 10 (DE) 13 (D5i I 15 ( D7) 6 6 7 (M) E 10 FG" 2 4 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THPU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP, EATIONS TWO TAPCONS ARE FEO' D. 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 IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIvE SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN Six SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD 8 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 6 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 JAMS NEAP, HEAD 6 SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A a B. Ir 1 O R I D A INT. RINC. K SANFuA7, FL. IT" m SLIDING CLASS DOOR, ' TAPCON GLASS CHART vvv FE Ef 2).f1. R'9z-.•[ N.T.S. CiViLs ••` CI 4 3 2 III I It I III lII I A R !. Ir set,e.. aiaa., rw loaf • erlmwc etas[ low Um remmlo r& sees wt . W-e• , ) mtlo oasst t lq at 1 i'saAN$ eo.isas -i ro as0°eir{q a 0 .10. =am er mom amna s 'sais o iaeeru cols. ar war I.1c alo. r wsw l r a r me welc 4 loos l SCOWLSa a< roc arm inc vlwae /ry 4• ma14e fnllw efwaais loo ie afes al1MOiloo. [cola .low a-+e 1ma i.0 xm" rtw Nlq toil el[ s/tr.l-Li uc axon aaWOi owls-alo aloes wr...' uaNd rlaaef m a1' lI =F-n rca rla0u carnal MY • eM40-Olo rRra p eIOR% A ?I COloOo 1'! rol aSRR) 4 A• WY •rrIRO rs etR low wa Carip i m scum m alfcfarfat7rwtitatcar. 3l[Q tOr o.A lalwx 11t1nt FOR Too MoRsexes losa. Ca tacaa. —MTle furl SimnfemrOtl. Oa .t..wWNsAil. aerao Wfia'o00m° , Me°aimr 3>ImioorrmaMamais1 1 aim t•M. Cm a-t/rv12 0% ear. om tra New VAX M C43M =L 34s on A .waltl 0010 t wommol4t M 9 r. , '.' sow ' x a falal I- 4• low scxm ace_tefsit_ owaaloo w aoea fai.ttta 00 flat) 1.a GemSimDoflatmafall frm trot awlt loud ewalsl. Olnl 7rftK amisel, 1 ca twlo .wRlo loE011r0a f - .e G Glv. M Rwmw n euam •iwclo w/(.) fKt1 asc O f 00e WIN wrcallfAPCNM ow at OiYlolQialot Il G CAM s7tcl M171• [ 1 1 r, fit Ipl lo MfT[.aQ TO aa[R fRt] w/ t litF 11t1a • SR[ plop wa rtowlw m1 A .•e.R • RYl1 f IQuile fRtl 4d w .) / -W 10 :t w= m' lM auras. ' ef. IWN• te10 wOQOM1e JMlef 00 Mt T& P. 40 IMCt. ourm lavfe a Tq 1/.• eN aRTM t. m ear. slur 1aRt r at fro" frLa Ie all Srm Oman, tto wst. fa01A11[ f ALI=Doy Aq t rle WIVIauraoroot e. rra w enrw Ins KSr[N1.M /4 e[i 10lo1aOawSwas[ 1.r•lt iftL i noes.• I.C. ).lo..fa floc o er , . M 1H:f/r mr woloN utal.« Ic paea: m m.:mf1mawMfa"iy tool w ua tole .loacwe m Comm N is" 0. sRs lK lotY+1 s n1[ .w+awma mluclala axons DESIGN LOADS: +24.0 PSF t -24.5 rianl lox et at vwM-" mftm a M rloeri3cer11t or wilotr TEST LOWS: +36.a PSF 6 -37.0 PS Jrr vu .motoar. fltm a-..1f er 7lal[ eat ; t " a - W" ct c w wanr co [s /Die a[4io s ufRe 1-1/e• . • f-i-f-1 am a I l A w-om fiat two tlwao/ r = M Orw6 1wlo.w. r< w.s w rR low otiw steaelo, oat o-tcw a. lotr .b vapy r .. • re ties wrst PART NO.: - j , . ems; f , .a,,,1r_. 10 66-"- 1 1... sw" e..w. IDEAL a s- I= rests t 0am- WA s cls ae TOLERANCES «. D" .s2ox 1. seaal u rslor .w.. , 3 p A 3 " K .Mlor.rw .0 . &.03 AteAffAe wb Fi Me fR1L. . . r.w ww.. Y .00 t.0/S DESCRIPTION: MODEM MY N4 16-0 a 6-0: 24/-24.5 DESIGN t U a• car. om wnm . w+ ar rr r w.• w .000 t.005 ArIfico"wrinar lrYR1EC:'l%~ V TiiG ' / ...Y....•.. i o/oi DRAWN BY: etw DATE: 4/16100 SCALE: Nrs Owc. am aaTa.lwl. TWd A,ya CHECKED BY: MWW DATE: 4/18/00 SHEET I OF t SIZE C ' Gu` P" i'loa " + - W1mar s aec INMC [s. OM. NO.: 10213e REV. NO. t 4 2 PRODUCT PERPORMRnce ORTRHURRICANE CODE METAL --EDGE STEEL DOOR Itl WOOD FRRME PRODUCT CERTIFICRTIOf1 SHEET _0I - ON , 2.7 6,, - IN*.,.3 Valid for the following side -hinged door arrangements: OPROUE DOORS - Ge8" IlomlflRL HEIGHT: Single Door with Sidelite on Hinge side . Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES: G® 0 pp x booao Flush Arch Top 3-panel 5-panel New England 4-panel Eyebrow 4-panel 8-panel m©O } BOB a ., 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 1311 o o0o DaD aoo t o0 00 o0 680 series 129 Series 200 Series 12R• 12L. 23R. 450 Series 152 Series 149 Series 23L. 24R. 24L Series OP ASS- 0 --'SS O IMPACT ' MULTI ME STL WD OP ntervy e • Entry Systems Ov N e MM N NM11 N NM,tI wN,w w,l W u.rdrYM,n d._ M W~ *m MM, Mow" We" 11 m, all, M I A M I•DADE M IAM I-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING J PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 IIUILDINC CODE COMPLIANCE OFFICE ME'rRO4DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2W8 c:orfrw%c:rou I.ICR.NSINc: srcrION 303) 373.2327 FAX (303) 373-2338 LUXTRAcrou r:NFORCF:NIRN7• DIVISION 303) 373-2966 FAX (303) 373.7908 rRouuc•r Colri4oi. DIVISION 303) 373.2902 FAX (303)172-6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County -governing the use of 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.: 01-0314.23 EXPIRES: 04/02/2006 Raul Koarlgucz Chief Product Control Division THIS IS TIIE COVERS11EET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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. A PPRO VEU: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office UsWS0001%pc2000Ntempbtestnouce acceptance corer page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE:_ SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.25 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/E Inswing Opaque Double Residential Insulated Steel Doors with Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1029-EM-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, 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 pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active Ieaf of this approval. 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 icial or the SouLF'"'5Building Code SFBC) in order to properly evaluate the installat' f hiss stem Ma el Perez, P.E. Product Co rr 1 Examiner Pr i ct Control Division J J Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 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, are 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 scaled 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. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP' kWNC Manuq Perez, P.E., Product Con M 'xaminer Produ ntrol Division PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) KI( rll 1 FI"'S x [II MI N11ili /K 11 R 1 I/C 11X1xV1 CAKMil11 7 149 1/2' 1•r' 2' LOW.tugCt . SCE .X)1t ] wl 77 v. MAX 74• Mu 77 1/4' MAX w 4' MAX MAX MAx S• MAx MAX MAr MAX MAX IS OC IS OC MAX MAX IS' O.0 IS' OC. IS' O.C. IS O.C. MAX MAX MAX. MAX IS• O.C. IS• O.C. MAX MAX III t i rMv IM KM W IK yMll i 0 Ii1X• t` MMfLI') I7 1/ MAX OC SPACING to, O-C. o MCI r-- A 17 1/ MAX 0C SPACING 1 C TOP OF OWN T0 Or LOCK nl [ r rMvfIs$ IM `KM NKIIC ,Mri I 1 A j10 3 I/2' 22' 6A• MAx PLO 1 — eo 17 1/ MAX OC. SPACING IB' OC. wau. 11CNMaIbK W KAK/ a M rt. M. 1olnIrlI ISIACINGOC I IOC Io 6 Ax It . 1/jr' AIM MU1 (MI[MI - 1171 RII C JygrwllOAK", •• IS• O.C. 13. OC. IS• OC. 13' ?C. IS• OC. [S• O.C. IS' O.C. IS• O.C. 11 Ili' Mlrl (MI(04.1 w MAX MAX NAX MAK MAX MAX MAX MAX 4• MAX 3' MAX-' MAX 1• MAX 4, Mwr M 1 wr VI' . v Lm 31AAtts uC MOVIE ATTACH ASTRAGAL THROW BOLT 1B X I' LONGSTRIKEPLATETOTHEHEADER IN All REMAININGANDTHRESHOLDVITHx10x13/4' MOLESrLATHEADSCREWS NOTES 1) VOOD BUCKS BY OTHERS. MUST BE ANCHORED 19 x 1 3/4• LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. rLAIMEAD SCREVS 2) THE PRECEDING DRAWINGS ARE INTENDED TO OUALIrY THE FOLLOWING INSTALLATIONS. L.H. INSVING R.H. INSWING A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGALB. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPADVEDASCOAIPLYOKiYNTMTMESTRUCTURALWOODDUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE SM 1pq gA a o oDE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE eR11 VAIER INFILTRATION VNERE VATER INFILTRATION ,v OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL EMENI IS NEEDED 1 REDUIREK111 IS NOT NEEDEDONEBYWOODBUCK. POS; 1 x + Pq T aNTaoLOIv13ALLANCHORINGSCREWSTOBE010WITH x _ eNL M M 1 FH EMBEDMENT INTO WOOD SUBSTRATE ACCEPTAIICENO, Or-03/Y. 2; r 6' PFH iAPCON$ WITH 11/2' MINIMUM EMBEDMENT RASONRr X UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OVERHANG APPROO MUST BE INSTALLED WITH •MIAMI-DADS COUNTY TO SILL IS LESS THAN 15 DEGREES. UNLESS UNIT IS INSTALLED INAVED' SHUTTERS 5 THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES NON -HABITABLE AREAS VNERE THE UNIT AND THE AREA ARE DESIGNED TO AND DOOR. THREE STAPLES PER JAMB INTO THRESHOLD ON ACCEPT WATER INFILTRATION. SIDELITES AND DOOR. 6 LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE c I 8hK COWTV MOIN'KAIIPIK hmm JAMBS AND SIDELITES. LIIIIUtESSIBM FILL BC N4 IKEII[14 161E SIl [OIL IC 1 Aq OIK1 A IDA7DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS. AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. it ff _ _ K c® mu o wPTr 8 DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST ' ITYX INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS Or 0.8 TO 1.2 MIL. M N Y SYSTEMS 1-1029-EM-19DAMESSHALLKPRE -PAINTED VITH AN ACRYLIC LATEX WATER -BASED/ itE.I11lS01 `• SHEET 1 Of 6AIER-RED',r_19LE VHITE PRIMER VITH A DRY FILM THICKNESS Or 0.9 TO 1.2 MIL. 1111 [L M? QYISDi t[IIU C MAX MAX 7 r; r low AllF.nAll iP, 1 EXTERIOR . m CONFIGURATIONSSECTIONA -A INSWING OTHER MAX GLAZING DETAIL MAX MAX PAX EXTERIOR GRADE LATEX CAULX MAX KAX J ! GLASS BITE UL r U 0 w I/B' TEMPERED GLASS M••%gOVEV 4 X.MPLYLY(•, VATM THE sown VNIS 5yt4ol Ty to GAT` ,u tt117 L BY P10OXV C^ ITRCL DIVISION DU.LL•I: r. CCOE C•^- I'LlARCE OFFICE III MiACZ:P7.:I:C_ I:G 0 /- 0 31 v. 2 g W41 1-10 9-EM-1-- SHE T 2 OF 6 wn gnu. r 0 2 BY WOOD BUCK 1/4" SHIM MAX r— 3/4' 6 75 ' 80 11/16' MAX • •••.' INTERIOR . 79 5/16' .•..•. ; MAX ros 1 3/4' FIN. F 4 9/16' 401 SECTION B-B 1 1/4' EXTERIOR 1 1/4' ITEM Na DESCRIPTION PART NUMBER COMMENTS 1 VOOD HEAD JAMB EN-14 1 1/4' X 4 9/16' NIL. TO BE PINE OR EQUIVALENT COMPRESSION VEATHERSTRIP rm-p5 LOCKSCREEN BRAND(BRONZE) PRENDOR BRAND OR EDUIVALENT- 5/8' ALUMINUM ASTRAGALALUMINUMASTRAGAL 4 ALUMINUM -BUMPER THRESHOLD EM-15 PRENDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' TOP CHANNEL EM-O8 PRENDOR BRAND - 1 11/16' - 20 GA STEEL b STEEL SKIN 26 jL IAT ON -MID *Z momomoligmQ ar 7 P THAW Fam CORE BASF FOAM - DENSITY 2.0 TO 2.5 Ibs./Ft' BOTTOM CHANNEL EM-07 I PRENDOR BRAND - 1 11/16' - 20 GA STEEL 9 VOOD LOCK BLOCK IN-09 4' X 9 I/2' MTI - TIT RF PIAIF 11Q maysl cur Nczll 11 41ninl SILL HINGE STILE Ln-yp EN-05 rRLnWR UKAnU - 1 11/Ib- - [O UA 11LLL PRENDOR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMBOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 VOOD HINGE JAMB EM-11 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 1 110-24 x 1/2- F.H M.S. 4) SCREVS PER HINGE INTO DOOR 16 110 x 2' F!I V.S. IR' O.0 THEREAFTER 15) SCREWS THROUGH -NINGE A" N L JAN , vN 10) I 1 KTERtKE JAMB INTO SIDELITE JAMB, 4• BOWN ERON TOP 9 SCREWS THRUM EACH SIDELITE JANB INTO SIBELITE, 4• DOWN FROMOP, ml 15' (IC. THEREAFTER 1 its rjtvlv/NM I I N N FFN I vnI I V? INKIKIII REFER TO ELEVATION VIEW FOR r OF SCREWS USED AND LOCATIONS I 110 X 3/4' FIiV.S. 2) SCREVS PER HINGE INTO JAMB i9 18 x 2' FJ{W_S. 2) SCREWS AT EACH STRIKE PLATE LOCKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK I 110 X 1 3/4' F.H.V.S. 2) SCREWS PER HINGE INTO JAMB VOOD SIDELITE JAMB EM-18 1 1/4' x 1 4 9/16' MTL. TO BE PINE DR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EM-19TEMPERED T"GLASS IN YP TL - OC-164 - (OL-2 SIDELITE TRIM WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EOUIVALENT VOOD CASING EM-21 r/11, oRR 6E By SIK BEJAPINE DRAS NI L.WMALS,NT - IEIK "'Ic NolelNcs use VOOD SIDELITE HEAD JAMB EM-22 1 1/4' x 4 9/16' MTL, TO BE PINE OR EQUIVALENT VOOD SIDELITE BASE EM-23 1 1/4' x 4 9/16' MTL. TO BE PINE OR EDUIVALENT POLYPROPYLENE LITE FRAME 1643, ODL-2 HP Polypropylene by ODL 0r6 X 1 1/2' PAN HEAD SCREVS 10 BE 3- 18 PER FRAME T EC EO 14' T AINTIM EACH CORNERFAND TER SIDELITE STILES IN-26 15/16' x 1 11/16' MTL. TO BE PINE OR EQUIVALENT i 1 PIN -NAIL 4' LOb NAIL. 4' IN "M ENI. NMI B' X IIIEWIER. USEI ON NULIM AND IRIN DOW SILICONE -#995 FPPROVED AS C%VKVl1IGT11TH THE SOUTH Fl.%W Q c;. Te_ J 3 Ev PR T YrpoLDrosom DUN - DING CEDE CO OOMWICE OFFICE ACCEPTiUXE NO 0V • Z 3 LWIi MUS 1010, FRAC ' ME AIC 1111 ft UK(SS IOiED, SIR CDq. i0A B JOADE COUNIT MODIFICATIONS IvIval I JD ADDEOPAGE5 (DOOR OPTIONS) n-i-mi I R 11Q REVISIOIS DATE IT PART NAK: NT T T W. IT R.S. DAIS - - RAI l: SCAIb PREMDOR ENTRY SYSTEMS 911 S , F. X1 P11ISDlfiU, xi 66?62 31- 1029-EM-1 SHEET 3 OF 6 . REVISIOI LEVER B 2 BY WOOD BUCK 1/4' SHIM MAX 3/4" n INTERIOR I 79MA/I" 80 11/16" IMAX r- I 2 By vppp BUCKS o SECTION C-C Oft 1 1/4" EXTERIOR PLEASE SEE "GLAZING DETAIL' DRAWING #31-1029-EM-I SHEET 2 OF 6 r— 1 1/4' DOW SILICONE #99!5 INiii M[SS 1010, FRAC , P[C. At I (>iiRUSM MESS F111ED, S1Q cDq. III APP;tGVE.) AS COFaPLnriG V.JTN ME 1. Sro-J NFL e"NGCOOS K ti BAIE 7 - - Br PREMDOR ENTRY SYSTEMS PR TC RaOMSION - 9111..1EFFERD uam,iGCozECouPLu N PI11S6UtL, Ki 66)67 DADE COUNTY NODIFICAM NAiFR1A1 vac P(t Y hown PAGF 5 OM ADD SCIEWS TO WE (Ru[ S 1-1029-E14-I SHEET 4 OF 6. R(VISMN LOU p 0^ ETHER DOER CONFIGURATIONS no sw r •• r W rWYWWWYWwiW111f •• w f, W r y K YK Y• ! /!• YK Y W K rw - W W W w W W W W W W W W W W •. W 1 1 1 1 1 1 1 1 1 1 It Vr W ' K lKY6 n 11!' w K fn[ti 1 VYWKWLfi If YY w jlw r r.r• p r 11 VYW I K f•CML 11 I/Y WKKIIL K~f1•[K K Y•[K 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 K •• r' K q' K O• ac K wW K or rwWWWWWWWW w ••rJ Yw sw r rYWrrYWjLrr1WW Y W r IW.r• APP;;DVED IS MPLYING NTH THE D0I1 FLpIj DA KALDIHG CODEDA* N R DIVISION Guna LOUPUV OFFM ACCEPT. 1). Q I— 0 3 914. F 2 W r Q IDRIS IKESS QIEI, FRX ' KC A14' II111fil : Wss IOI[I, SI& M. IQ'S lit 1 REVIS04 DAI( I If PARI MK: It. n A. D. I DA I-I1-01 1 1 MR: I ZAI(: PREMDOR ENTRY SYSTEMS III L IffERS(B PIIISBI . tS 6642 31-1029-EM-:1 SHEET 5 OF G KVIIIIII If II[P OTHER DOOR PANEL STYLES 36" 1 r- MAX 79 r/16" 1101 BOB no BOB 0BUD 0 gas 10' DD D 00 BOB 11'0 MAx IO1 oo oo IDI DD o 0 0o p BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH 8-PANEL CROSSBUCK 12-PANEL 1-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PAWL V/SCROLL E SCLBROVEYEBROV 9THER SIDELITE STYLES 36 MAX 79 / 16" ri' MXiU o D SL- 10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-698 SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-908 SL-90C SL-301 SL-30C SL-70 SL-80 0 C3Em DO DDlog BE H 00 ®I ® 000 00 DD 00DDDDDDDDDD00DD00DDDDDDDDnDoDPD-1 PD-2 PD-3 PD-1 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PO-11 PD-12 PD-13 PD-14 PD-15 PO-16 PO-17 W M 1=. IJ H Sin Z = cc°S c i uPO-18 PO-19 PO-20 PD-21 PO-22 PO-23 PO-24 PO-25 PO-26 PO-27 PD-28 PO-29 PO-3C PD-31 PO-32 PD-3J PO-31 LID 0 101 10 1 1 OD pp 101 000 00 fli10 n DD a110-35 PO-36 PO-37 -30 PD-39 PD-40 PD-41 PO-42 PD-43 ^3A PD-438 c LURii Wss 101E1, FRAC ' KC ' ANL f11 1M- RE SS 10111, Sit MR. 10A UR RE DIS I PiE I n PART tNt(: PREMDOR ODOR 13PI11INS R nJ. D. 1 % NA 1: SUtE: P MDOR ENTRY SYSTEMS 11 [. 1 FER911 nnsm. is 16762 31-1029- EM-I SHEET 6 OF 6 I REvISD1 LEIIER I U I TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Job Identification: WEKGRMB Address 1 CALABRIA COVE Address 2 LOT 12 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001 ANSI?PI 1 Design Loads Roof: 45 PSF Floor: 55 PSF Wind: 120 MPH ASCE 7-98 Engineer of Record Or Building Designer: HURRICANE ENGINEERING Alpine Engineered Products Design Software SMYTH LUMBER CO. ROOF TRuss DIVISION 2722 SOUTH APOPKA BLvo. APOPKA, FL 32703 407-299-1522 FAX: 407-299.9153 48719 Seal Date: 02-Aug-02 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 seat. Standard Detail Designs: Sid. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: F7 R26 F2 R27 F3 R26 FS R29 F6 R30 F7A R31 Fa R32 Fg R33 F10 R34 F11 R35 (2-PLY) F13 V1 F14 H1 R1 H2 R2 H4 R3 E1 R4 E2 R5 E4 R6 E5 R12 C1 R13 C2 R14 C3 R15 C4 Rig C5 R20 C6 R21 C7 R22 Ca R23 R24 R25 55 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization 09218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers ic - I - I V Ij I OD o 44 T HT W-: T Ll Pl i - _ - — _ I 01 JA0i w M— W-C G.... .4. yeIIFIC No.42704 STATE OF . 7, OR d. N' A%-'C-% The Truss E=s seal, when apIrd, oonfirms theeat ofthe truss framing as 4 relates to the III review Of plans, :Z$nr.=p'."=dedby The Wildng desV professional has final approval of ft truss ater permanent =% wdor truss plaw=e design of the lateral loscls from wind ancifor sasmic ec6vItyishear tM responsbw of the b professional. Addlional approval bythe buildingspannWilliamM. Ranieri PE des not be limited to, design loading, lengths, profiles, podo f Shoo FL Lic. o. 427N . ="d=. FF'-/,-' OF V'-)-255 V' 1-H 120 V2'ON 10Mf •VAU,g 41 RAJ,E I4' of e,, j K-"-- CIA6K r 0N BLOCK 1 1 1 1/2' ON FFASE 1AU,5 700F PIVI'7ION 2722 '-TOLJTH LF0FK4 [31--V[) 4.FOFK 4, Il— 3) 703 4071 2111 - 522 407) NO fT I It Mtr—, F1 a( ,A%JTY TO VFW I` r"', PLAUMN r RAN APV RVi pffo, pRG RYt AGNFT Ftj AM vfl*i wF1rl r5— IEcTm 'Al".1 111w,PT WrMtP N t M4 7) MhT tZ' I T7W O%A'If7o AT ", , .-, rjWr T1 — TIi 'M,FiiUW11,1 3) M.4flTHLT ARE UOF, A r"all1.tVrZATM ZL,- N' k'ffaTV Or "' - ft I AZ-1V ATE)- 4) OF ANY <,W WL NOT BE VT': MT MV R' Ar. 4IV DE T 1) REfifP TO 10 1 MF6OI.WrLTW, FOR W VL, M, AW TE11COPAPY BRGGTT R7flz -.0 9W3tFff.11 xz415`, FX ITnIAW.NT 4L: RJYiS M.'kLM,5avtp iALLEY fR4. f41 kkh BF 6OW—F--fl,Y vAU f., 11I W-" FO" 4, EYE E tguT L FICW, CJB ftcft? 4) TITUFTYX (,, OAD D74MIValS LF TO wtll FM IV 1;11WY Pt-,.AN-46 ALL91( 1 fnY —14EF111 10 ff, MF24 1-?, tra, F`6 lzifp 0191wr' l 4.L ,XX IMI`sl HWIffS TO ff 1HL42. Or le rcANT "N' ILE" NOrFVO!1fZV)1 SIMPSON I USP MANT- SA lb . HUS26OR THD 26 A - FIHUS2r,2OR THD25-2 15 - HMS28-2 OR THMS-2 P-FIHUS48ORTHD46____ 10- IN 11-12 2 HGU528-2_ OR THDH28-2 4 - HGUS28-3 OR THOHM3 3 - SULOR210 0RSKH210L/R 3) - FIGUS48 OR THDH48 THA422 OR MSM22 MSM221F FPJC410 OR HD4104F g. TKJA26 OR s 1wtr,UKMt5--wtRIVA - rI) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I nLJ UIRU rMErHncU rnVn bVr U,r, I.R U, LLVNUZI a UuCtNZI IV" ) JVOI-ILIICU 01 1 n J iu n. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/2.40 TOTAL_ LOAD. ,.+ f-5-4-8 10" - 4 I I W2X4 10 W2X4 IB W1X3 (R) W1X3(R) W3X4= W2.5X4 = W2X4 HI W2. 5X4 = W3X4=— W2X4 III 1-0-8 1-0-8 EEO +9-4-0 1-4-0 W3X4= W2.5X4= W3X4= W3X6= W3X6= W2.5X4 - IRE 11-7-0 Over 2 Supports R=637 R=637 W=7" PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD O1Y:7 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE iMStI TUTE. 587 D'ONOFRIO 00. .. SUITE 200. HAD ISON, NI 131111. FOR SAFETY PRACTICES PRIOR TO PERf00.M LNG THESE FUNCTIONS. UNLESS OTMERNISE 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 RESPOM SI BLE FOR ANY DE YIAT IOR FROM TH[5 DESIGN; ANY FAILURE TO BUI10 SHE TRUSSES IN CONFORMANCE WITH TPI; 0R FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED RY THE AMER{CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR00 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P051 TION CONNECTORS PER 5IF1' 1j LNo.44704 ••' f qi jSTATEOF z0l0t T C L L T C D L BC DL B C L L TOT. LD. 40. 0 10. 0 5. 0 0. 0 55. 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 2 5 6 2 0 MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 souTH APIJPKA BLVD. APOPKA, FL 32703 FAx 4027299 J?53 DATE p (} 08 / 0 5 / 0 2 DRW SLTUSR352. 02211578 S L T - E N G / WM R SEON 36932 D U R . F A C . 1.00 FROM J E PROFESSIONALENGINEERINGCERTIFICATE 9F AU7HORRATION lI9ZT6 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ES POMSIBIII TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS C. MlOAMS[/µPIT1F1995NSPARTECTIONC2LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AtL Aug 05 SPACING 24. 0 " WtKbKMb--WLK1VA - rZ) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. InLJ IInu rmEYHttcu rmvl'1 Lvriruicm iiirvl Ll-UMUJ 4 vl r1U•Jiv'•J/ JVO— SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5-4-8 13 4 I- I W2X4 III W2X4 01 W1X3 (R) W3X4= W1X3 (R) w W2.5X4= W2X4 III W2.5X4= W3X4= W2X4 III IU1: r" W3X6= W2.5X4 = W3X6= 11-10-0 Over 2 Supports R=651 W=7" R=651 W=3.5" PLI IYP. wave IP1-y5 K Uesl n UrlLeria: II'1 JIU WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, $83 D'ONOFRIO DR., SUITE 200. MADISON. WI $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS Dm51oN `IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA Bum BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX 407-299iJ1 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GRIO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERINXi DRAWINGS 160 A*2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ES PO XS I.ILITY SOLELY FOR THE TRUSS COMPONENT OES IGN SHOWN. THE SUITABILITY AND USE OF THIS CEFITIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. OTY t •R No. 42704 STATE OFF 10g. Aug 05 ` FL/-/1/-/-/R/- TC LL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TO-T.LD. 55.0 PSF DURJAC. 1.00 SPACING 24.0" T 1-4-0 i Scale=.375"/Ft. REF R352--25621 DATE 08/05/02 DR W SLTUSR352 02217579 SLT-ENG WMR SEON 36934 FROM JE NtKLAKMb--wtKlvA - r3) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 310 PLF at 0.12 to 310 PLF at 15.54 BC From 10 PLF at 0.00 to 10 PLF at 15.67 TC 845 LB Conc. Load at 13.42 IMIJ UNU YKtHAKtU tKUM L,VMFUItK INFUI (LUAU) 5 UIMtNb IVNJj JUCMIIItU GT IKUJJ MtK. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 14" j'— 7-10-8 -7- i W3X6III W6X8= W6X8= W5X5= W3X6III W5X4= W6X8- W7X10- W3X6III T T 1-4-0 1-4-0 1-4-0 9-4-0 W6X8= W6X6- W5X4= W3X6III W6X8= PINE W6X8- W7X8= W5X5Le = 15-8-0 Over 2 Supports R=2579 W=8" R=3201 W=10" PL-1--iYP. Wave TPI-95 R Design Criteria: TPI STD OTY-: 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 O'ONOFRIO DR., SUITE 200, HAO ISO", WI 53719). FOR SAFETY PRACTICES Pk IOR TO PERFORMING 1HESE FUNCTIONS. UNLESS OTHERN ISE lND ICATED. TOP CHORD SHALL HAY PROPERLY ATTACHED MM" r~ {i FI . FLp TC L L TC D L 40 . D P S F 1 0 0 P S F R E F R 35 2 - 2 5 6 7. 2 DATE p- 0 / O 5 / 0 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDI10H S IIIO"42%d4 BC DL 5.0 PSF DRW SLTUSR352 02217580 2722 SOETTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO THE TRUSSES S S L T - E N G WM RAPOPKA, FL 32703 BUILD IN CONFORMANCE WITH TPI: OR FA8RICATING. HANDLING, SHIPPING. INSTALLING AND BR AClNG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PP. VISIONS OF NOS (XAT IONAL DESIGN jSTATEOF BC L L 0 .0 P S F 407-299-1 522 S PEC IFLCATION PURL ISNEO BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 AgP 0T 0T . L D . 55.0 P S F S E 0 N 37184 FA): 407-299 91 53 EACH FACE OF TRUSS, AN0 UNLESS OTHERWISE LOCATED ON THIS Df.SIGN, POSITION CONNECTORS PER Rt DUR. FAC. 1.00 FROM JE PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AL CERTIFICATE OF AUTHORTIATION #9218 RESPONSIBILITY SOLELY FOR 7HE TRUSS COMPONENT OES IGN SHOWk. THE SUITAB! LITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 05 1 SPACING SEE ABOVE ANSI)TPl11995SECTION2. 1 Y/tRLXKPTO--WtR1VH - T-D) „.... ... ..... ....... , . ... .,..,.., .. ., .. .. ....., TOP CHORD 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. W1X3(R) W2.5X4 = W=W2.5X4 = W1X3(R) W=W2.5X4 = W1X3 III W2.5X4 = 14-7-8 Over Continuous Support 'i R=108 PLF W=14-7-8 1-0-8 9-4-0 T 1-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 315" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND GRACING. REFER TO HI0 91 (HANDLING INSTALLING END 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 OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*-SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDIMPORTANT•* FURNI PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED GY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS A.RE MADE OF By ASTH A653 GR40 GALY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M.T f1 4 N: tlG { i No.42704 ' 71F STATE OF r LzOR'O r C L L TC DL BC DL BC LL TOT.LD. 4 0. 10.0 5.0 0.0 55.0 0 P S F PSF PSF PSF PSF R E F R3 52-- 2 5 6 2 3 GATE 08/05/02 SMYTH LUMBER CO. ROOF TRuss D1v1s1om 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-2991522 FAX: 407-299 91 53 DRW SLTUSR352 02217581 SLT-ENG /WMR fr SEQN - 37870 D U R - F A C . 1.0 0 FROM J EPROFESSIONALENGINEERINGDRAWINGS160A-2. THE SEAL Ox THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONS181LItY SOLELY FOIX THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS py SPACING 24.0" CERTIFICATE OF AUTHORQATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. Aug 05 '02 r WFKGRMR--WFKIVA - F6) Y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. W2X4 01 W1X3 (R) m W1X3(R) W3X6= W2.5X4 = W3X4= W3X4= W2.5X4 = W3X6= W2X4 III W3X6= W3X6= W2.5X4 = W2X4 M 142X4 III W2.5X4 = W3X6= ile 14-7-8 Over 2 Support R=792 W=3.5" W3X6= R=792 1-0-8 9-4-0 T 1-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:S FI_ 1 R Scale 375" Ft. WARNING"` TRUSSES REOOIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HI891 (HANDLING INSTALLING ANO BRACING). PUBIlSHEO BY TP[ (TRUSS PLATE INSTITUTE. 583 D'ONOFR 10 DR., SUITE 100. MADISON. Y1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVEPROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT . FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEEREDIMPORTANT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANOLI46. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN p....• G tIF1V %d : j7cj j.42704 E * * STATE OF t TC TC BC BC L L D L DL LL 40.0 1 0 . 5.0 0. 0 0 P S F P S F PS PSF R E F R 3 5 2-- 2 5 6 2 4 SMYTH LUMBER CO. ROOFTRussDIVI51oN 2722 SOUTH APOPKA BLvD. APOPKA FL 32703 DATE 0 8 / 0 5 / 0 2 D W SLTUSR352 02217582 SLT-ENG WMR 407-299.15522 FA407-2999153 FAXSPECIFICATION PURLISHEO 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 O 0 w,..'' TOT. LD. 55.0 PSF SEON 37196 D U R F A C . 1.0 0 FROM J E PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS C0MRONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORII moN#9218 compomPIT1 FOR 1995ANYSECTRTPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AU9 05 '02 SPACING 24.0" WtKGKMb--WtKIVA - 1-/A) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 :Wl 4x2 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.12 to 100 PLF at 14.88 BC From 10 PLF at 0.00 to 10 PLF at 15.00 TC 3300 LB Conc. Load at 0.67 r I W3X8= SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 7-1-8 15" - 7 W1X3(R) - W3X4 = W2.5X4 = W3X4 W3X4 = W2.5X4 = W1X3(R) W3X6= W2X4 M Mill OR WH12 = W2X4M W2.5X4 15-0-0 Over 2 Supports R=4137 W=8" R=788 1-00-8 9-4-0 T 1-4-0 1 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD TY:1T FL 1 R Scale 375" Ft. WARN ING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND 1 C L L 40.0 P S F R E F R 3 5 2 F 91 (HANOL ING 1NS T ALL ING AND BRACING). PUBLISHED BY TPI (TRUSS PLATEBRACING. REFER 70 HIS INSTITUTE. 583 D'ONOfR 10 OR.. SUL TE D.MAD I SON. NI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHONO SHALL HAVE PROPERLY ATTACHED QQr T C D L 1.0.0 P S F DATE 08/ 0 5/ 0 2 SMYTH LUMBER Co. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4T704 DRW SLTUSR352 02217583ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1j S BC DL 5.O PSF 2722 SOUTH APoPKA BLvD. PROOUCTS. INC. SHALL NOT BE RESPO MSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMA MCE WITH TPL OR FABRICATING, ICAiTN6, HANDLING. [MG. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISfONi OF NOS (NATIONAL DESIGN 7 • 3 STATUESTATE OF iyyJ. BC LL 0.0 PSF SLT-ENG WMR APOPKA,FL 32703 407-2-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS TO T 0 T L D 55.0 PSF S E 0 N - 36987 FAX 407-299 91 53 CONNECTORS ARE MADE OF 20GA ASTM A6IC GR40 GALY. STEEL. EXCEPT A$ NOTED. APPLY EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER v 1 Nw D U R . F AC . 1.00 FROM J EDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V1 PROFESSIONAL ENGIIHEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVECERTIFICATEOFAU7110RIZAT10N#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AU9 05 '02 t ANSIJTPI 1-1995 SECTION 2. LKUKMB--WLKIVA - tb I H I J UNU FKtFAKtU tKUM (,UMFUItK INFUI (L.UAUJ & U I MtNJ I LENZ.) JUbMIIItU HT IKU.I, MFK. TOP CHORD 4x2 SP #3 BO1 CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. 6-8-0 Over Continuous SUpport- R=106 PLF W=6-8-0 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. T 1-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WARNING'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H16-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE NSTItUT€. SBJ 0'DDOER IO DR., SUITE 200, MADISON. WE $3119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 10P 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 CNLURE EO PRODUCTS. INC. SHALL N01 BE P.E SPONSIBIE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO f......... L tIFI 4•~ V '. j 4 s . 42%04 i TC TC BC L L D L DL 4 0. 1 O. 5.0 0 0 P S F P S F PSF R E F R 35 2-- 2 5 6 2 6 SMYTH LUMBER CO. ROOF TRUSS DMSION DATE 0 8/ 0 5/ 0 2 DRW SLTUSR352 02217584 SLT-ENG WMR2722SOUTHAPOPKABLVD. 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 MAO( OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 71{ 1 STATE OF t wOR o p / Uli TOT. LL LD. Q.0 55.0 PSF PSF SEON 37868 D U R F AC . 1.00 FROM J EPROFESSIONALENGINEERINGORANINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0. ESPOMSIB ILITY SOLELY FOR THE TRUSS CDMEOW MT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.D" CERTIFICATE OF AUTHOROAmom 59216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE. RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Aug OS '02 IwLKUKrtn--wtK1VA - ryI .. 1 1 ,. « . „ ,. ,, , ,., TOP CHORD 4x2 SP #2 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 6-7-8 =1- 5-4-8 W2X4 M W2X419 W1X3(R) W1X3(R) m W3X4m W2, 5X4 = W2.5X4 = W2. 5X4 = W3X4= W2X4 N VS, IiEWE60UriI W3X6= W2X4 N W3X6es IIE 12-10-8 Over 2 Supports R=708 W=7" R=708 W=3.5' T 1-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:8 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 DR., SVITE 200. MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.•N— IMPORTANT-" w• D'ONOFRIO IFI;./ rv T C L L TC DL 40 .0 1O .0 P S F PSF R E F R 3 5 2-- 2 5 6 2 7 DATE 70PERFORMING08/05/O2 SMYTH LUMBER CO• DRW SLTUSR352 02217585ROOFTRussD"im 2722 SOUTH APOPKA 9Lvm APOPKA. FL 32703 407-299.1 522 FAx: 407-29991 53 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FAOR ICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFTCAT ION 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 CONNECTOR5 PER 704 ' STATE OF It, Ai BC DL5.0 UC LL TOT. L D. D.0 55.0 PSF PSF P S F SLT-ENG WMR +C S E O N 36936 D U R F A C . 1.00 FROM LIEPROFESSIONALENGINEERINGDRAWINGS1G0A,7. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROF11$1DWAI ENGINEERING k ESPONSl6lLITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CERTIFICATE OF ALr HORUATION#9218 COMPONENT 1NETFOR ANSECTIOICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 05 '02 WLKUKMB--WtK1VA - FIU) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. IM1J uN(j FKtFAKtU I-KVM (,UMFUitK IIYrUi (LVAUJ n UIPIt MD1UMJ) Z uonlIICU OT IKUaa Mrrt. SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL_ LOAD. 7-8 -0- 10.5" 18" 2-10-8 W2X4 III W1X3(R) _ W1X3 (R) W3X4= W2X4 IQ W3X4= W2X4 IN W2X4 M W2X4 M W2X4 M 1-0-8 1-0-8 1 4-0 9 4-0 W3X4= W2X4 M W3X4= W3X4= W3X6= W3X8= I 12-9-0 _I 19-10-8 Over 3 Supports R=665 W=7" R=1187 W=3.5" R=361 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD QTY:7 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., $U(tE 200. MADISON, W[ 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC 110N5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAW PROPER LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1MPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE$[GN CONFORMS WITH APPLICABLE DROVIS ION$ OF N05 (NATIONAL DESIGN SPECEFICAT ION PUBL[SHE:D BY THE AMERICAN FOREST AND PAPER ASSOCIATIO NI ANO TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER N{Fi . 4 t X_ 427 t NW" 7C STATE dF O RIVKwM T C L L. T C D L BC DL pBC LI_ TOT . L D . 40 . 10.0 5.0 0.0 55.0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 2 5 6 2 8 pDATE08 / 0 5 0 2 SMYTH LUMBER CO. RoOFTRu55Dms1CN 2722 SOuTm APOPKA BLVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-29991 53 DRW SLTUSR352 022175$6 SLT-ENG /WMR S EON - 36938 D U R . F A C . 1 . 0 0 F ROM J EPROFESSIONALENGINEERING. DRAWINGS 160 A-2. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP0 STel LIT'Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CER7IFlCATEOFAUTHOMlUT10NA9218COMPONENTFORANYPARTICULARBUILDING [S THE RESPONSI0LL ITV OF THE BUILDING DESIGNER, PER ANSI/ TPI 1.1995 SECTION 2. Aug 05 02 1NtKbKMb--NtK1VA - V1.1) TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE DWG SLTUSR352 02196003 FOR GABLE DETAILS. W1X3(R) i nia unu rmc—c,u nvri Lunrur— u.rui kwn o uInu.JlvnJ) 1, ,I , I DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W2.5X4 = W=W2.5X4 W=W2.5X4 = W1X3N W2.5X4 = LE I9-4-8 Over Continuous Support R=109 PLF W=19-4-8 W1X3(R) 7 1-0-8 9-4-0 T 1-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 R Scale 375" Ft. WAR"YARNING" TRUSSES ICOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDNING" TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISH EO BY TPI (TRUSS PLATE 1NSTI TUTE. 583 D'ONOFRIO OR.. SU{TE 200. MAD ISON. NI 53739). FOR SAFETY PR ACT IC E5 PRIOR TO PI THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STk UC TURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION F0.pM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CO NFOR NS WITH APPLICABLE PROVISIONS Of XD$ (NATIONAL DESIGN SPECEFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH OR OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC tORS PER ZIF1 f` •. jj E-427AN 1= NAY 04 7C STATE OF q Q R10l y•..•'• T C L L T C O L BC DL BC LL TOT . L D . 40 . 10 . 5. 0 D. 0 55 . 0 0 0 P S F P S F PSF PSF P S F R E F R 3 5 2 DATE p 08/ 0 5/ 0 2 SMYTH LUMBER CO. ROOF TRUSs O1rns1OM 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299.1 522 FA%: 407-2999153 DRW SLTUSR352 02211581 SLT- ENG WMR S E O N 37876 D U R . F A C . 1 .0 0 FROM J E PROFESSIONALENGINEERIPIGDRAWINGS I60 A Z. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING kESPONSIBILI7Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Aug 05 ' 02 WtKGKMt5--WtKlVA - t13) TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I W2X4 III W4X6= W1X3 (R) IH1J UWU I'KtNAKtU CHUM CUMYUltK INVUI (LUAU) G UIMtNJ.I M.) ZWbMIlltU UT IKUJJ Mt-K. y SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7-10-8 15.57- 10- —'j W2X4 III W3X6 W1X3( R) W2X4 III 14=W2.5X4 W3X6= W2.5X4 = 142.5X4 = W4X6= W2X4 01 W= HS2512 = B2 W4X6 W2.5X4= W2.5X4= W3X6= W4X6m W4X8m W4X8= =— ide 17-0-8 Over 2 Supports R= 1449 W=7" R=1449 1- 0-8 9- 4-0 T 1- 4-0 PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD 0TY:7 FL 1 R Scale 375" Ft. WARNING-` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 7 0.0 P SF R REFR 3 5 2-- 2 5 6 3 0 BRACING. REFER TO H16-91 (HANDLING INSTAIIIMG ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE i MST UT TE. 567 D'ONOFR IO P. SUITE 200. MAD iSON. NI 57719y. FOR SAFETY PRACTICES PR [OR TO PERFORMING THESE FUNCTIONS. i0P fF' • t %A 1' T C D L 10.0 P S F DATE p 080 5 0 2 SMYTHLUMBERCO. UNLESS OTHERN ISE INDIC ATEO. CHORD SHALL HAtlE PROPERLY ATTACHED PANELS. V ROOFTRu55Dm51oN STRUCTURAL BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH A COPY OF iN1S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO"4Z704 BC DL 5. PSF DRW SLTUSR352 0221758$ 2722 SOVTFE AP 1cA BLYD. PR OOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BViLO THE TRUSSES IN CONF OkMANCE WITH TP 1: OR FABR IC AiING. HAMOC EMG, SHIPPIN6. INS FALLING AND if t p APOPMA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF B C L L 0 . 0 P S F S L T - E N G WM R 407- 299.1522 SPECIFICATION PUBLISHED BY THE AMEk[CAM FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE a ' CONNECTOR$ ARE MADE OF 20GA ASTM A653 GR4D GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OR 1 0 1. L D. 85.0 P S F S E O N 36973 FAX: 407-2958153 EACH FACE OF TRUSS. AN O UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F AC . 1.0 0 FROM J E PlxottsstonALEwclIlvcDRAWINGS160A-Z. THE SEAL ON THIS ORANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A CERTIFICATE OFA MORCZATION#921B COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 05 'Q2 SPACING 24.0" SEPARTIPARTICULAR IwLKUKM*--wLNIVR - rl4J TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP SS Dense WEBS 4x2 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 775 PLF at 0.12 to 775 PLF at 15.21 BC From 5 PLF at 0.00 to 5 PLF at 15.33 T 1-4-0 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-1-8 16" - 6- 18" 2-10-8 W3X6 III W3X6 M W3X6 01 W8X12= W5X4= W3X611 W8X12- W6X10= W3X6 M W3X6 91 W6X10- W7X10= W5X8= W3X6M W6X6= M W6X6= W5X6= W8X14= W6X8= IE 8-2-8 _I 15-4-0 Over 3 Supports R=3120 R=5962 W=3.5" R=2685 W=3.5" T 1-4-0 9-4-0 T 1-4-0 PLT 1YP. Wave TPI-95 R Design Criteria: TPI STD OTY:l FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDWARNING -- REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE h.. T C L L 40. 0 P S F R E F R 3 5 2-- 2 5 6 3 1 DATE OS/ 0 5/ 0 2INSTITUTE. 587 D'ONOFRIO OR .. SUITE 200. MADISON, Y[ 57719). 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. tG tI, A {1' No"42704 ' T C D L 10 .0 P S F SMYTH LUMBER CO. DRW SLTUSR352 02217589ROOFTRussDtvislomIMPORTANT`• 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 1j 1 51.. 7f 7C i 7 BC DL 5.0 PSF S L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299.1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF QR, B C L L TOT.LD. 0.0 55.0 PSF PSF SEON 36980 FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R . F A C . 1.00 FROM J EPROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS w E SPACING SEE ABOVECERTTFTCATEOFALRHOR¢ATIoN#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI77P1 1-1995 SECTION 2. Aug 05 '02 WFKGRMR--WFKTVA - RI) A y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP SS Dense: BOT CHORD 2x4 SP SS Dense WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W3X6(C3) W4X6(C3) 120 MPH WIND, 21.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, 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. W2X4 W8X14 WH4= W5X5= W3X4= WSX14= W2X4,0 A• - 97 J I MINOR W3X6(C3) W4X6(C3) I-0-0 I-0-0 s 7-0-0 _1_ 18-0-0 _I_ 7-0-0 _I 32-0-0 Over 2 Supports R=2994 U=892 W=4" R=2994 U=892 W=4" PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 1875" Ft. RARING- R TRUSSES REQUIREENDUEEXTREME CARE [N FABRICATION. HANDLING, SHIPPING. INSTALLING AND BP.ACiM6. REFER TO H18-91 (HAXOL LNG INSTALL IN6 AND BRAC IN6j• PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 O'ONOFRIO DR., SUITE ZOO. HAD 150N. MI 53119j. FOR SAFETY PRACTICES PR 1OR TOPERFORMINGTHESEFUNCT[ONS. UR I. ESS OTHERWISE INDICATED. TOP CHORD SHALL HAYS PRO PEREY ATTACHEDt'I•. STRUCTURAL PANELS. BOTTOM CHORD SHALL PAYE A PROPERLY ATTACHED RIGID CEILING. RA - j/_ E` tN T C L L T C D L 20 . 15 . 0 0 P S F P S F R E F R 3 52-- 2 5 6 3 2 DATE O0U/ 0 5/ 0 2 SMYTH LUMBER CO. DRW SLTUSR35A2 02217590ROOFTRUSSDrvISION 2722 SOUTH APOPKA BLVD. APOPKA•FL 32703 FAX: 40z79-ZJ39?53 FAILURF. ENGINEEREDTHCONTRACTOR. PROOUCTS. IN( SHALLINOTSH AEORESPONSI8LEOFORGNANY TDEVIATIONINSTALLATIONDESIGN: ALPINE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC A TINE. HANDLING. SHIPPI MG. INSTALLING TO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE.16% SPEC IF [C ATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASfA7ION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20NL ASTM A653 GR60 GALY. STEEL. E%CEPS AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j— No. 1j N0. 4Z704 7C STATE OF OR O" Bl DL B C L L TOT LD. 10. 0 0 . 45. 0 D PSF P S F PSF S L T - E N G / WI'IR SEON 37520 D U R . F A C . 1.2 5 FROM J E PROFESSIONALENGINEERINGDRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP ON 181L ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE CERTIFICATEOFAUTHORRAnom#9218 ANOM SIOMEMT1FO99 ANY SECTIOPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AU9 05 WtNUKM0--WLRIVA KLJ info 11 n —.— --—j — -... -- TOP CHORD 2x4 SP 2 :T2 2x4 SP #1 Dense: 120 MPH WIND, 21.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X8= W2X4 0 W5X8= W2X4A* T2 >W2X4! 5 r 5 19-9-14 1.12 5X4 — 1.19 r YnW5X8= W3X6(Al) W3X6(Al) m 1-0-0 1-0-0 l 9-0-0 1_ 14-0-0 _I_ 9-0-0 _I Ne 32-0-0 Over 2 Supports R=1514 U=479 W=4" R=1514 U=479 W=4" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING*` TRUSSES REOULRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND REFER TO HIO 91 (HANDLING INSTALLING ANp BRACING). PUBLISHED BY TPI (TRUSS PLATE I NST[TU TE. 583 I? OFIO OR., SU [TE 200, MA ISOM, MI 53719j. FOR SAFETY PRACTICE$ PR [OR TO PERFORMING THESE FUNCTIONS. UNLESS OTH ERNISE INDICATED. TOP CHORD $HALL HAVE PROPERLY ATTACHED STR UC tURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IMC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TP1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF [CATION PUBLISHED BY THE ANER [C AN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER N. a ZiFI . if4 : t N" 4Z7 1Si1. 1 7 • 7f STATE OF O R,Ot y`..,• T C T C BC B C T 0 T L L D L DL L L L D . 20 . 0 1 5 . 10. 0 0. 0 4 5.0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 5 63 3 DATE 0 8 / 0 5 / 0 2 SMYTH LUMBER CO. ROOF Muss Dnns[oN 2722 SouTN APOPKA BLVD. APOPKA• FL 32703 FAX: 407Z999?53 DRW SLTUSR352 02217591 S L T - E N G / WM R S EON 37232 D U R F A C . 1 .2 5 F R 0 M JE PROFESSIONALENGINEERINGDRAW[ NG$ 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R E SPONS[81LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THISft SPACING 24.0 CEFmF[CA7EOFAUT omzATTON#9218 OMPONE TIFOOR ANY COMPONENTECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AUg 05 '02 WLKGKMt3--WLKIVA - KS) I nth UNU HKtNAKtU rKUM IVMF'UI t.H INFU I (I. VAVJ 6 UIMtNJIUNJ) Z)VbMIIItU nT IHUaZ, MrK TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W5X4= W2.5X4 = W5X4= 120 MPH WIND, 22.24 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. W2X4 W2X4 5 r 5 19- 9-14 W3X6( A1) Is W X8 W5X8 W3X6( A1) 1- 0-0 1-0-0 I_ 11-0-0 _1_ 10-0-0 _1_ 11-0-0 _1 32- 0-0 Over 2 Supports R= 1514 U=484 W=4" R=1514 U=484 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R Scale 1875" Ft. NA. RNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O' OMOFRIO DR., SUITE 200. MADISDN, WI TOP C. FOR SAFETY PRACTICES PRIOR TO INSTITUTE. THESE PERFORMINGTHESE (UNCTIONS. UNLESS OTHERWISE 1ND ICA TEO. 70P CHORD SHALL MAY PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PRIMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD IHE 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 TP 1. 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 N0. 4Z704 1 = y 7 7C STATE OF a Z ORVOr1 T C T C BC B C T 0 TL L D L DI_ L L L D . 2 0. 1 5. 1Q. Q 0 . 45 . 0 0 0 D P S F P S F PSF P S F P S F R E F R 3 5 2 - 2 5 6 3 4 SMYTH LUMBER CO. ROOF TRussDMSION 2722 SOVPH APOPKA BLVD. APOPKA, FL 32703 407- 299.1 522 FAX: 407-299-9153 DATE p- QU/ Q 5/ Q 2 DRW SLTUSR352 02217592 S L T - E N G / WM R. S E Q N 37234 o u RF Ac . 1.2 5FROM J E PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESP0 MST B ILITYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS pt CERTIFICATE OF AUTTIOR2ATION89218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1.1995 SECTION 2. Aug05 SPACING 24.0" WtKVKMt5--WtK1VA K4) InIa UMu —C—CU rnUri wr,rUiCn L—VI I,1—I a UI---IV" I 0-11I I 1—'-- TOP CHORD 2x4 SP 2 120 MPH WIND, 22.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X4= W5X6= IF W2.5X4 0 W2.5X4 a 5 r 5 19-9-14 w9YA M W 5X 0= W5X4= W9YAAM 1W3X6( Al) W3X6(A1) 1- 0-0 1-00 vI, 13-0-0 _l_ 6-0-0 _1_ 13-0-0 J 32- 0-0 Over 2 Supports 'I R= 1514 U=489 W=4" R=1514 U=489 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL WARNING` TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP[ (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. NE $3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED SMY' TH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRU55 DIVL4ION *;IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO TM EINSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCTS. INC. SHAL L. 907 BE RESPONSIBLE 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 APOPKA- FL 32703 BRACING OF TRUSSES- THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407. 2991 52SPECI FICATION PUBL[SHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX 407- 29992 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL EIVGINEERENG DRAWINGS 160 A- Z. THE SEAL ON THIS OR AWING INDICATESACCEPTANCE OF PROFESSIONAL. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CO MPONERT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUn40RRANTTON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. i No. 442704 A STATE OF Aug 05 ' Y:1 FL 1 R TC LL 20.0 PSF TC DL 1.5.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 45.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.1875"/ Ft. REF R352-- 25635 DATE 08/ 05/02 D R WSLlUSR352 02211593 SLT-ENG WMR SEON 37236 FROM JE kWLKLiKMIJ--WLICIVA - KZ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W5X4 W5X4 - 120 MPH WIND, 23.08 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. W5X80 W5X8 W2X4 * 5 r -n 5 W2X4 # 19-9-14 rl L19 GYA eo X Ids RYA W3X6(Al) W3X6(A1) 1-0-0 1-0-0 15-0-0 12-0-01_ 15-0-0 _I 32-0-0 Over 2 Supports R=1514 U=494 W=4" R=1514 U=494 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STO FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING R TRUSSES REQUIRE EXTREME CAPE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFE0. TO H18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I N$TIIU TE. 58J D'ONOFR(O DR.. SUITE 200. MADISON, NI 53719). FOR SAf ETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOQD $HALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAY, A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RE POMSISLEFOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t f1 If.: e 7AtN jo.42704 1 S 1 T C L L T C D L BC DL 20 . 1 5.0 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 2 5 6 3 6 DATE 0 8 / 0 5 / 0 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 02217594 S L T - E N G W MR 2722SOUTHAPOPKABLvo. APOPKA, FL 32703 407- 299.1 522 FAx: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE LC ATI0N PU8lISHEO BY THE kMER1CAN FOREST AN0 PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTOR$ AREMkOE OF 20GA AS7M A657 GR40 GAIY. STEEL, EXCEPT AS NOTED. APDLY CONNECTOR$ TO EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER 7 STATE OF F! NOR/0 i BC L L T O T. L D. 0. 0 45. 0 P S F P S FS E O N 37238 D U R . F A C . 1 . 2 5F R 0 M J E PROFESSIONALENGINEERINGDRAWINGSIGOA-Z. THE SEAL ON THIS ORANING IWOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESP0:SIBLLITY SOLELY FOR THE TRUSS COMPONENT DEIGN SHOWN. THE SUITABILITY AND USE OF THIS AL SPACING 24.0" I1CERTIFICATEOFAUTHORIZATIONA9218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONS181LITYOFTHEBUILDINGDESIGNER. PER AN$ I{TPI 1-1995 SECTION 2. A U g 05 WtKGKMb--WtKIVA - Kb) TOP CHORD 2x4 SP #1 Dense :1-2, T3 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. W3X6(Al) = inta UNu rncrHncu rnvn wrirui cm tnrui (LVAUO a UirIu.JI vno7 —Urui 1 LUI In 120 MPH WIND, 23.28 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. W5X4m W5X40 T3 W5X4i-* 5 T- T 2 - 15 A) (A) 19-9-14 1.11VA IN — W2X4Iff W3X6(A1) 1-0-0 1-0-0 I 16-0-0 _I_ 16-0-0 _I Le 32-0-0 Over 2 Supports Bill _I R=1514 U=497 W=4" R=1514 U=497 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. NARNING" 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-- 2 5 6 3 7BRACING. REFER TO N1891 (HANDLING INSTALLING AND BRACING). PUBLISHED BY iP[ (TRUSS PLATE AA _ 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. y O IFI T C D L 15.0 P S F DATE 08/ 0 5/ 0 2 SMYTH LUMBER CO. DRW SLTUSR352 02217595ROOFT[tu5sD1VI510N 2722SOlTTt1APOPKABLW. APOPKA, FL. 32703 FAx 447g2999?59 IMPORTANT" FURNISH A COPY OF THIS OESIGN 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 WiTN iPl: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND• BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NOS (NATIONAL DESIGN SPEC IFICATION PUBLISHED 8Y THE AMER IC AN FOREST AND PAPER ASSOCIA116N) ANO TP i. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 TO GALY. STEEL. ETCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER N0.4Z%C4 •' jTA OF 0 %"Al!g rIL BC BC TOT.LD. DL LL 10.0 0.0 45.0 PSF PSF PSF SLT ENG /WMR SEON 9819 D U R F AC . 1.2 5 FROM LIEPROFESSIONALENGINEERING 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 NNMN SPACING 24.0" CERTIFICATE OF AUTFIORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A U 9 05ANSI/TPI 1-1995 SECTION 2. WtKLXKMIS--WtK1VA - K1LJ TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 0-4-9 W5X4= d2X4 III W2X4 (A1) = W3X4 III i n L Z uRu rmcrnn[u FMVI-1 U—VI— LF—VI kjvn uu-1—IV-1 I IU UP !,. $!; 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. T 1-4-0 9-4-0 W2.5X4 III 1-0 O I_ 7-0-0 _L1-3.8 1 8-3-8 Over 2 Supports R=557 U=244 W=8" R=796 U=316 W=3.5" v PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER IO HiB 91 (HANOLING (RSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0. 0 P S F R E F R 3 5 2-- 2 5 6 3 8 INSTITUTE. 581 O'ONOFRIO OR., SUITE 200. MADI SO N. WI 50719N FOR SAFETY PRACTICES PRIOR TOPERFORMINGTkE$E FUNCTIONS. UNLESS DTHERYISE INOICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED' M..•••.M.• QtlFl 4 T C D L 15.0 P S F DATE pDU/ D 5/ D 2 SMYTH LUMBER CO. ITPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R[G10 CE lL iXG. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF DRW SLTUSR392 02217596ROOFTRussDm5loNPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO i j- SLT-ENG WMR2722SODT11APOPKABLvD. 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 s a S STATE OF f BC LL D. D PSF SEQN 36859407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Zh``VR1/ TOT. AD. 45.0 PSF FAX: 407-299tJ153 CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OESiGN. POSITION CONNECTORS PER D UR F AC 1.2 5 FROM J EDRAWING$ 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING eA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVECERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER aug 05 '02ANSI/TPI 1-1995 SECTION 2. WtKLTKMb--WLKIYA - K13 TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP ##3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 1 7 120 MPH WIND, 11.17 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 L12.40 TOTAL LOAD. W2X4 M T 1-4-0 9-4-0 W3X4 III W3X10= 1-0-0 L8-3-8 Over 2 Supports i!p R=468 U=192 W=8" R=332 U=180 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:10 FL 1 R Scale 375" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOF0.10 DR., SUITE 200. MADISON, YI 577191. FOR SAFETY PRACTICES PRIOR TO PERFORNING THES( FUNCTIONS. UNLESS OTHERWI5E INDICATED. TOP CHORD SHALL HAVE DROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`• FURNISH A CODY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO aZIFIG•y3J •: No. N0,44%04 T C L L T C D L BC DL 20 . 15.0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 2 5 6 3 9 DATE pDO/ D 5/ 0 2 SMYTH LUMBER CO. RQOFTrtu55DMstoEv DRW SLTUSR352 02211591 S L T - E N G / WM R2722sour" APOPKA BLVD. APOPKA. FL 32703 407-2931522 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 PECIf ICAXON PUBLISHED BY THE FMER ICAN FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS AREMADE Of 2OGA ASTM A113 GRdO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OFi1SAlh4Z.wV{19 B C L L TOT.LD. 0.0 45.0 P S F PSF SEON 37003 FAX 407-299J153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R . F A C . 1.25 FROM J EPROFESSIONALENGINEERINGORAWINGS160A1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPON5I81LITY SOLELY FOR THE TRUSS CONDONE NT DESIGN SHOWN. THE SUITABILITY ANO USE Of THIS l SPACING 24.0" CERI7FTCATE OF AUTRORILLTION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug os 02 ANSIJTPI 1-1995 SeCTION 2. WtKLXKMb--WLKIVA - K14) 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. 0-4-9 W 2 X 4 III 1 0 - 0 0 `8 r-8-0-0 Over 2 Supports R=453 U=185 W=8" R=337 U=180 I ntd UNU r EL EU r VI'l wVtrVILn II—I LLVA— a UTr . -- 120 MPH WIND, 11.16 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. 3- 8-6 9- 4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE d OTY:2 FL 1 R Scale 375" Ft. WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND RACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE lt. 1IW1T C L L 20.0 P S F R E F R 3 5 2-- 2 5 6 4 0 INSTITUTE. S83 O'ONOFRIO DR., SUITE 200, "ADI$ON. W! 537L9). FOR SAFETY PRACTICES PRIOR TO PERF ORMIN6 THESE FUNCTIONS. UNLESS 0THE0.WISE INO IC ATf O. TOP CXORD SN ALL HATE PROPERLY A7tACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FIc4••• AS 'p T C D L 15.0 P S F DATE p D8/ D 5/ D 2 MYTH LUMBER CO. DRW SLTUSR352 02217598 ROOPTRU5SD1vr5loN2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407299152Z FAx 407-2999153 IMPORTANT`+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP [NE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PURL ISHEO 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR60 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER No.42704 •' i STATE OF Y OstO y V- 1 BCDLBC L L TOT.LD. 10.0 0.0 45.0 PSF P S F PSF S L T - E N G / WM R SEON 9591 D U R . f AC 1 2 5 FROM 7 U E PROFESSIONAL F.NGINEEAING DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFFSSIONAL ENGINEERING RESPONSIBtII TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF I iS A SPACING 24. 0 CERTIFH7ATE CIF AQTHORQATMNE A9218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Aug OS WEKGRMB--WEKIVA - R15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-9 1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WINO TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W2X4 M W5X4= 5I- 3-3-9 C j 9-4-0 W2X4 M W2X4(Al) m W2X4 M 1 0 0 0-0--8 7-0-0 _l0 11_ 1 i8-0-0 Over 2 Supports 31 R=523 U=230 W=8" R=821 U=331 PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NSTITU TE. B83 D'ONOFIX To OR.. SUITE 200, MAOISON. NI 53719). FOR SAF ETV PRACTICES PRIOR TO PERFORH(NG TXE SE FUNCTIONS. UNI ESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HhYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT". FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM INIS OESIGN; ANY FAILURE TO N••..•... r S1FI : T Ip i NO•4 704 T C L L T C D L BC DL 20 . 1 5 . 10.0 0 O P S F PSFF PSF R E F R 3 5 ?_ -- 2 5 64 1 DATEE 0 8 D 5 O 2 SMYTH LUMBER CO. ROOFTRUSSDtvt510N DRW SLTUSR352. 02.217599 S L T - E N G / WM R2722sommAPOPKABLND. APOPKA FL 32703 FAX: 402999253 BUILD THE TRUSSES IN CONFORMANCE NITN TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NI TH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPECIE If ATI ON PUBLISNED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPi. ALPINE CONNECTORS ARE MADE OF 20GA AS7M h653 GRAD 6ALY. STEEL. EXCEPT kS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER jfSTATEOF R,o1 BC L L TOT . L D . 0.0 45.0 P S F P S F S E O N 9594 D UR . F AC . 1.25 FROM J EPROFESSIONALEHGf4EMHGDRAWINGS160A-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 SEE ABOVECEfmFICATEOFAUTHORmA-noN#9218 COMPONENT FBI ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 05 '02 WEKGRMB--WEKIVA - R19 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND I-/240 TOTAL LOAD. r- T 3-3-1 19-9-14 W2X4(A1) 1"0 0 7-0-0 Over Continuous Support— R=99 PLF U=44 PLF W=7-0-0 120 MPH WIND, 21.41 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.O PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARN ITRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. . N REFERTO H16-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP( (TRUSS PLATE Rw T CL L 20 . 0 P S FREF. R 3 5 2 INSTITUTE. 563 DFONOFRIO DR., SUITE ZOO. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UN{.ESS OTHERWISE INDICATED, TOP CNORD SHALL HAY PROPERLY ATTACHED STRUCTURAL PANELS. OOTTOM CHORD SHALL HAYE A P0.0PERLYATTACHED RIGID CFII ING. N'....... ftCi,4 .e T C D l_ 15 .0 P S F DATE D 8/ D 5/ D 2 SMYTH LUMBER CO. DRW SLTUSR352 02217600 ROOFTRussDmslON2722 SOurH APOPKA BLVD. APOPKA. FL 32703 407- 1522 FAX: 4027-229991153IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT 6E 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 S P(C[F(CATION PUBLISHED BY THE AMERICAN fOREST A 0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NQ. 427C4 •'' I STATE OF 44f OR BC BC T 0T OL LL L D . 10. 0 0, 0 45 . 0 PSF PSF P S F SLT- ENG WMR S E O N 9807 D U R F AC . 1.25 FROM J E PROFESSIONALFJ4G{NEERING DRAWING$ 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 e wSPACING 24.0" CE"FiCATE OF AuTHORIZATON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIiTPI 1-1995 SECTION Z. Aug 05 kWCRUKPIIS--WCRIVA - KLU) TOP CHORD 2x6 SP #1 Dense :T1 2x4 SP #2: BOT CHORD 2x6 SP #1 Dense :B2 2x6 SP SS: :B3 2x6 SP #2: WEBS 2x4 SP #3 :W9 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. B) 2x6 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2.5X4(C1) W2X4 5 r--- W8X12 0 W2.5X4 a W7X8 120 MPH WIND, 21.41 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. A) 2x4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 6" OC. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W4X10= W2X4M 1 4 I I- q I qkqbqmbq, i IIIbmah, i mb U , . m W3X10(C1) W3X4= HS612= W2.5X4 = W7X8m B3 W10X10 T 3-3-1 19-9-14 1-0-0 7-0-0 I 25-0-0 _1 le 32-0-0 Over 2 Supports am _I R=2981 U=888 W=4" R=3106 U=907 W=4" PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING". PUBLISHED BY TPI (TRUSS PLATE MST MUTE. 583 D'ONOFRio DR .. SU1 TE 200. MAD ISON, MI 537L9'. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY 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 ofFROM THIS DESIGN: ANY FAILURE TO BUllO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRIC TING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAVER 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 LDCAT ED ON THIS DESIGN, POSiT10N CONNECTORS PER M N.NN,ry/ at Fl 1-T%I// j 4 9 NO"427O4 2STATEOF Ati.0R1 l T C L L. TI C D L BC DL BC LL TOT . L D . 20 .0 15 .0 10.0 0.0 45.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 25 64 3 DATE OS 05 0 2 SMYTH LUMBER CO. ROOFTRu55DmswN 2722 S011lii APOPKA BLYD. APOPKA, FL 32703 407-299.1 522 FAx: 407-29991 53 DRW SLTUSR352 02217601 SLT-ENG WMR S E O N 37512 D U R . F A C . 1.2_ 5 FROM J EPROFESSIONALENGN4EERING DRAWING$ 160 AZ. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING RESP0MS181LITY SOLELY FOR THE TRUSS COMPONENT OES IGN SHOWN. THE SU I TA01 ITY AND USE OF THIS tAL. SPACING SEE ABOVECERTIFICATEOFAU4TORRATIOT4 #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Aug 05 '02 WtKGKMb--WtK1VA - K11) IM13 UNU f'KtFAKtU rKUM L.VPIYUItK INYUI (LVAUD h UiMtN31VN3) 3UDMIl lC.0 01 iKu33 mrD. TOP CHORD 2x4 SP #2 J2 2x4 SP #1 Dense: 120 MPH WIND, 21.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X6(A1) W5X8m W2X4 III W5X8= W2X4 0 W2X4 T2 5 5 19-9-14 I,I9 FYA c — 619 qYA = " W3X6 (Al) 1-0-0 d 9-0-0 _1_ 14-0-0 _1_ 9-0-0ive _I 32-0-0 Over 2 Supports R=1516 U=481 W=4" R=1438 U=419 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HAMOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO 13 SUITE 200. MA0150 N, YI 53719). FOR SAFETY P0.ACI ICES 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. M t Fl ••' / COG lN• T C L L T C D L 2 0.0 15 .0 P S F P S F R E F R3 5 2-- 2 5 6 4 4 SMYTH LUMBER CO. DATE 0 8 / 0 5 / D 2 DRW SLTUSR352 02217602ROOFTRUSSD1VISiONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IF No"42704 BC DL 10.0 PSFPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C z * SLT-ENG WMR2722SOUTHAPOPKABwo. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i f BC LL 0.0 PSFAPX3PKA,FL 32703 BRACING OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN X%STATE OF 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO l T 0 T L D 45 P S F S E 0 N 9809FAX: 407-2998153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 I'D 0 D U R F AC 1 FROM J EORAWIMGS1PROFESSIONAL60A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A` PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY USE OF THIS 25 SPACING 24. 0CERTIFICATEOFAUTHORIZATION99218COMPONENTBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PERPONEENTFORRAN- 1995 Y A U 9 05TRTTICULARAIJTPII WtKbKMl5--WtK1VA - KZ!-) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W3X6(A1) n1J unu rmcrmmcu Run k-- o U L + / 1+ L ++ + - '" - 120 MPH WIND, 22.24 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. W5X4= W2.5X4 = W5X4= W2X4* W2X4-0 5r— 5 19-9-14 W5X8= W5X8= W3X6(A1) 1-0-0 d 1_ 11-0-0 1_ 10-0-0 _1_ 11-0-0 _1 Le 32-0-0 Over 2 Supports 311 R=1516 U=486 W=4" R=1438 U=424 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H[6-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719)• FOR SAFETY PRACTICES PRIOR TO PERfORM[NG THESE FUNCTIONS. UNLESS OTHERN [SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M IC1( y t "7 jfCl (Pt T C T C L L D L 20 .0 15 .0 P S F P S F R E F R 3 52-- 2 5 6 4 5 DATE 0 8 / 0 5 / 0 2 QMYTH LUMBER CO. DRW SLTUSR352. 02217603ROOFTRUSSDm510N 2722 SOUTH APOPKA BLvD. APOPKA FL 32703 407-299.1 522 FAX: 407-29991 53 IMPORTANT"" FURNISH A COPY OF THIS DESIGN i0 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 DESIGNSTATE SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND iP[. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER j N0"42704 • L j 71f = 7C OF J t y O R'O*1aA mac' ` BC IBC T 0 T DL LL L D . 10.0 0.0 45.0 PSF PSF P S F SLT-ENG WMR S E 0 N - 9811 D U R F A C . 1.25 FROM J EPROFESSIONALENGINEERINGDRAWINGS160A"2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP0 NSI8IL.TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 4 SPACING 24. 0CERTIFICATEOFAUTHORZITION #9218 FNS`ONPITIF0995NSEPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A U g 05 + WtKUKPl IJ--wtKIWA - K43 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W5X4= W5X6= rota UNU YMtFAMtU rMUM LUMFUltM INYUI (LUAU) ry LlLMLMJIUMZQ ZWOMiiitU OT iMUaa nr M. 120 MPH WIND, 22.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2.5X4 O W2.5X4 5 19-9-14 ri LI9YA III LI9YA III W3XG(A1) W5X10= W5X4= W3X6(A1) 1-0-0 a 1— 13-0-0 _1_ 6-0-0 _1_ 13-0-0 _1 Le 32-0-0 Over 2 Supports R=1516 U=491 W=4" R=1438 U=428 W=4" PLT TYP. Wave I-PI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I C L L 2 0. 0 P S F R E F R 3 5 2-- 2 5 6 4 6 INSTITUTE. SBJ O'ONOFRIO DR., SUITE 200, MADISOX, NI 53119). FOR SAFE TV P0. ACTICES PRIOR TO •S1F1 ••j pPERFDRMIMGTHESEFUNCTIONS. UNIESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '7•: E' TIC D L 15.0 P S F DATE 0 V/ 0 5/ D 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSSDIYISION "IPRMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ] N0.42704 g* BC DL 10.0 PSF DRW SLTUSR352 02217604OOUCTS. INr, SHALL NOT BE RESPONS[BLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO = 71f (y2722SOtm1APOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO B LL 0.0 PSF SLT-ENG WMRAPOPKA, F1- 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (MAT IONAI DESIGN STATE OF j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAJ(: 40z79-29991253 CONNECTOR$ ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO %xonjOP'"' TOT .LD. 45.0 PSF SEON - 9813 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ""••.`..•" PROFT5510NAL EF7GINE'ERIN6 ORkY[NGS 160 A Z. THE SEAL ON THIS DRAWIN6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A D U R . F A C . 1.25 FROM J ERESPONSI8ILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTmowATION A9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Aug OS 'o SPACING 24.0" WtKUKMb--WtKIVA - KL4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W5X4 = W5X4 s i nta unu rMcrnnru rmuri -uriru Ic" uirui Lt.vnua a vl1-IL ITOIV" 07 Ouuria, 120 MPH WIND, 23.08 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. W5X8o W5X8 W2X4* 5 r —' 5 W2X40/ 19- 9-14 1, 12 5X4 = OVA = W5X10= W3X6( Al) W3X6(A1) 1- 0-0 I 15-0-0 I2 0-01_ 15-0-0 _I Le 32-0-0 Over 2 Supports R= 1516 U=496 W=4" R=1438 U=433 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 2 5 6 4 7 BAACING. REFER TO HI891 (HANDLING INSTALLING ANO BRACING}. PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFR IO DR., $UI TE 700. MAD ISON, WI 537 I9). fOR SAFETY PRACTICES PR IT 0RTO •..•••••N P ERFOkMING THESE FUNCTION$. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE RRQPERLY ATTACHED 't Fi T C D L 15.0 P S F DATE O 8/ O 5/ O 2 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC HEORIGID CEILING. j4 r• ROOF TRu55Dm51om "IMPORTANT" FURNISH A COY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _ N0.42704 BC DL 10.0 PSF DRW SLTUSR352 02217605 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE KITH TP 1: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND yy BC LL O.O PSF SLT-ENG /WMR APOPICA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 4 STATE OF SPECIFICATIONPUBLISHED8YTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE i 1A C ` 407-299.1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ff. TOT. L D . 4 5.0 P S F S E O N - 9815 FAX 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER XO RJR ' PROFESSIONAL ENGINEERING DRAWING$ 160 A,l. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 11 D U R . F AC . 1 . 2 5 FROM J E RESPONS181LITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS Ai CIimnr- RE CIF AumomzAmoN *92 18 COMPONENT TlFOR ANY SECTiPARTICULARBUILDING IS THE RESPONSIBILITY OF THE. BUILDING DESIGNER, PER AUg 05 SPACING 24.0" WEKGRMB--WEKIVA - R25) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense J2, T3 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. W3X6(A1) 120 MPH WIND, 23.28 FT MEAN HGT ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. W5X4= W 5 X 4 T3 W5X4ft 5 T 2 —I 5 A) (A) 19-9-14 1.12X4 III 1,12X4 AIW5X8= W3X6(Al) _ 1-00 d L 16-0-0 _I_ 16-0-0 _I 32-0-0 Over 2 Supports R=1516 U=498 W=4" R=1438 U=435 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:3 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 580 D'ONOFRIO DR.. SUITE 200, MAOISON, WI $3719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERW iSE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M..••••.•• Z fI '•. T C L L T C D L 2 0. 15.0 0 PSF P S F R E F R 35 2 - 2 5 6 48 SMYTH LUMBER Co. DATE 08 / 0 5 / 0 2 DRW SLTUSR352 02217606ROOFTRussDlVisiom 2722 SOUTH APOPKA BLvD. APOPKA.FL 32703 FAX: 40 9991153 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IF iC kT10N PURL ISHEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACH1522EFACEORSOfRTRUSS. AX0MADOF2UNLESSTOTHERWISE40OCA7E0ONETHISE0SIGNXCEPTpSPOSITIONCONNI:CTORSCO Npf.RORS TO tf No. 42704 • l n STATE f A/ !!!i w R` BC DL BC LL TOT. LD. 10.0 0.0 45.0 PSF PSF PSF SLT-ENG WMR SEON 9817 D U R - F A C . 1.25 FROM J EPROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTNORRATIOIN #9218 COMPONENT FOR AWY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Aug D5 '02 SPACING 24.0" WtKbKM5--WtKIVA - KZ0) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 0-4-9 1 j ntd unu rmcrMnCu rrtur, wrrru1cm Xnrui Lwxu0 a vu'¢.naivnai JVOrtlI I— o< ,nuoa iir n. 120 MPH WIND, 11.62 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 L1240 TOTAL LOAD. W5X4= W2X4(A1) = W5X4=— W2X4(A1) 1-0-0 1'0-0 10-2-0 I_ 10-2-0 _1 20-4-0 Over Continuous Support R=97 PLF U=28 PLF W=20-4-0 0-4-9 1 7 +9-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD), FL BLDG CODE 0TY:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TOO'ONOFRIOCTION DR.. SUITE HER MAOING N, WI 53119). FOR SAFETY PRACTICES PRIORATTACHEDINSTITUTE. THESEPERFORMINGTHESE FUNCTIONSNCTIOMS. UNLESS OTHERWISE [MO2C AXED. TOP CHORD SHALL 'HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOITON CHORD SHALL HAYE A PROPERLY ATTACHED RIG 10 CELING. IMPORTANT •• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY O'IIATION FRON THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICA T[MG. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF[CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A AST A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PO IITON CONNECTORS PER N••••NM• a IFI(j •• / T C W rrryyy /{ No.42704 i STATE OF 4 ORIL T C T CF BC BC TOT L L D L DL LL L D . 20.0 15.0 10.0 0.0 45.0 0 PST P S F PSF PSF P S F R E F R 3 5 2 - 2 5 6 4 9 DATE p08 / 0 5 / 0 2 SMYTH LUMBER CO. ROOFTRus5Dm51oN 2722 SOUTH APOPKA BLYD. APOPKA. FL 32703 4C7-2-T 522 FAX 407-299-91 53 DRW SLTUSR352 02217607 SLT-ENG WMR S E O N 37523 D U R F AC . 1.25 FROM J EPROFESSIONAL. ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A4 SPACING 24.0" CETmFLCATE OF AUTHONt7ATION#9218 COMPONENTIFOR ANY ANSINSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 05 'o WEKGRMB--WEKIVA - R27) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 120 MPH WIND, 11.62 FT" MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDI-=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND I-1240 TOTAL LOAD. 1716FE® W2.5X4(A1) PXJAU— W2.5X4(Al) 1-0 0 1 0-0 L_ 10-2-0 _L- 10-2-0 _1 Lle 20-4-0 Over 2 Supports R=989 U=285 W=8" R=989 U=285 W=8" 0-4-9 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 d OTY:3 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 INST[TUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON. NI $3719). 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 RESPONSI8LE 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 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEwlx CONNECTORS ARE MADE OF NGA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN0 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 IN COMPONENT DESIGN SHOWN. THE SUF TAB IL IT ANO USE OF THIS M. N+N•+++•+ a F1 j, jf y No+42704 1C = gTATE OF P4+tiOnr,o..• at T C T C BC BC T 0 T L L D L DL L L L D. 20 .0 1 5.0 10.0 0 . 4 5. 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 5 6 5 0 SMYTH LUMBER CO. RoOPTRussD1V1510N 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407-29J-1 522 FAX. 407-299-9153 PROFESSIONAL ENGINEERING D A T E 0 8/ 0 5/ 0 2 DRW SLTUSR352 02217608 S L T - E N G WM R. S E 0 N - 98 28 D UR F AC . 1.2 5 FROM J E CERTIFICATE OF AUTHOR17ATION #92 18 COMPONENTOMONENTIFOR AMSECTPARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ION 2. Aug 0ANSSPACING24.0" WtRUKMU--WtRINA - KL01 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) Ix4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. 0-4-9 1 T W2.5X4(A1) = W2X4(**) M YY J A`E= W5X12= 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 120 MPH WIND, 10.55 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP 6, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X8= W2X4(**) III W5X4= W4X6= 0-4-9 T 9-4-0 W2.5X4(A1) 1-0-0 1-0-0 I 5-0-0 _i_ 19-2-0 _L_ 5-0-0 _I 29-2-0 Over 2 Supports R=191 PLF U=48 PLF W=9-6-0 R=954 U=260 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. NING' - WAR"WARNING" TRUSSES REOVIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I MST I TU TE. 583 O'OMOFRIO DR., SUITE 200. MAOISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO ICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHEO STRUCTURAL PANEL$. BOTTOM CHORD SHALL MAYE A PROPERLY ATTACHED R1610 CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR 'MyOEY IATIOM FROM THIS DESIGN: ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WI7H TPI: OR FABRICATING. HANDLING. $HIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AVER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER a} .'iFil" '". 7 No. i N o.42704y= 741 f 7N STATE OF k0R1 T C L L T C D L BC DL BC L L TOT.LD. 20 . 1 5. 10.0 0.0 45.0 0 0 P S F P S F PSF P S F PSF R L F R 3 5 2_ -- 2 5 6 5 1 DATE yyU 8/ 0 5/ O 2 SMYTH LUMBER CO. ROOF TRu55 Divisiom 2722 S0111N APOPKA BLVD. APOPKA. FL 32703 407-299.15z2 FAx: 407-299.9153 DRW SLTUSR352 02217609 S L T - E N G / WM R SEON 9840 D U R . F A C . 1 . 2 5 FROM J EPROFESSIONALENGINEERINGDRAWING$ 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS 161L i TY SOLELY FOR THE TRUSS COMPONENT OE5IGN SHOWN. THE SUi TAB I L ITY AND USE OF THIS AL SPACING 24.0" CERTIFICATE of AuTNORmAmN 59218 COMPONE MT FOR AMY PARTICULAR 8UILDING IS THEY OF THE BU ILO RESPONSIBILITY ING DESIGNER, PER AMMTPI L 1995 SECTION 2. Aug 05 '02 WtKUKMb--WtKIVA - KLy) 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. 0-4-9 T IMID UMU PK[rAKCU rKUn t,vrirU]tK lKr Ul LL.VAUJ n ULMCIXJlvn) JUDrtl I ICU D V— i 120 MPH WIND, 10.96 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. W5X6= W2X4III W2.5X4= W5X6= 0-4-9 T 9-4-0 W2.5X4(A1) W3X4(Al) l o 0 9-2-0 a 1— 7-0-0 _I_ 15-2-0 _1_ 7-0-0 _1 29-2-0 Over 3 Supports R=975 U=266 W=3.5" R=597 U=180 W=8" R=1201 U=317 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE d OTY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRF EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PERF ORN(NG THESE DFUNOTIOMS6RUNLESSTOTHFRW ISEDINDICATED. TOP ICHOR DFSHALLF HAVEPPROPERCY AT TAC HEO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M. tlFi T C L L T C D L 2 0. 15 .0 0 P S F P S F R E F R 3 5 2-- 2 5 6 5 2 MYTH LUMBER CO. D AT E 08 / 0 5 / 0 2 DRW SLTUSR352 02217610ROOFTRUSSDIVISION 2722 Somw APOPKA BLvD. APOPKA, FL 32703 407-2991 $22 FAx 407.2999153 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDIMPORTANT* FURNPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONF ORHS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIf IC ATiIN PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 1.'A ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER lj No. 42704 I R OF { S r ti.CR. BC DL BC LL T 0 T . L D . 1.0 0. 45 .0 V PSF PSF P S F SLT ENG WMR S E O N 37385 DUR FAC 1 25 FROM JEPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON TM I$ ORAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OFSIGN SHOWN. THE SUITABILITY ANO USE OF THIS Vn SPACING 24.0" CERTIFICATE OF AUTHORUAT1ON#9218 COMPONENT IFORANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY Of THE 81JILDIRG DESIGNER. PER Aug 0 WtKGKM15--WtK1VA - KJU) INID UNU rKcrAKcu rKvn LvmrulcK 1[vrui (LUAU) b ulrl CJVJIvi\J) avoriliicu oT lmuJa — K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. W4X8- W2X4 M W4X6- 0-4-9 1 T 120 MPH WIND, 11.38 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-9 T +9-4-0 W2.5X4(A1) = W5X4= Jnyv— W2.5X4(A1) 1 0 8 -10 - 0 1 0-0 l_ 9-0-0 _t_ 11-2-0 _I_ 9-0-0 _I Le 29-2-0 Over 3 Supports R=262 U=180 W=3.5" R=1617 U=387 W=8" R=894 U=243 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 01Y:1 FL 1 R Scale 1875" Ft. tWARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE iNSTI TUTE, 583 O'ONOFR10 BR., SUITE 200. MAD ISON. W1 11711). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUN(T10 N5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL MAY E PROPERLY ATTACHED IF1"7j. 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 OOUCTS, INC. SHALL NOT 6€ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j~•e••aj 2j% i N0.4"2704 i 1 T C Tl. BC L L Dl_ DL 2 0. 15 .0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 2 5 6 5 3 SMYT'H LUMBER CO. RQOFTRlIS5Dms1oN D AT E 0 8 / 0 5 / 0 2 DRW SLTUSR352 02.217611 2722 SouTF4 APowm BLvD. 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 7ii 7CsSTATEOF BC LL 0.0 PSF SLT -ENGWMR 407-299.1 522 FAR: 407-2999153 SPECIFICATION PUBLITO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL.. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A OR,O V•_ fOT.I_D. 45.0 PSF SEQN 37390 D U R F A C . 1 . 2 5 FROM LIE _ PROFESSIONAL ENGINEERQiG DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INO:CAATES ACCEPTANCE OF PROFESS IONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESI61 SHOWN. THE SUi TAS[L ITY AND USE Of iH IS AL CERTIFICATE OF AUTHORCEATION *9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSLJTPI 1-1995 SECTION 2. A Ug O5 SPACING 24.0" wtRLXK19D--YItRIVA - 1C31 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2X4 III 4-2-10 W2. W5X4= W5X4= 5 r- i n i a umu rn[rti cu rmvrl vrir vi[n InrvI LLV— a U11-1-1V—) oUD$-FL — v, 120 MPH WIND, 11.80 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. 1-a-a 7-2-0 _I_ 11-0-0 _I 411 19-11-8 Over 2 Supports R=882 U=247 W=3.5" R=988 U=280 W=8" 0-4-9 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R Scale 3125" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 0. 0 P S F R E F R 3 52-- 2 5 6 5 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITU iE. 583 O'ONOFRIO OR., SUITE 111 MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING 1HESE FUNCTIONS. UNLESS OTHER YISE INO ICA TEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED ff-0 "'i i' I T C D L 15 .0 P S F DATE 08 / 0 5 / 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 { . DRW SLTUSR352 0221761ZIMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. 42704 BC DL 1Q. Q PSFROOFTRUSSDwISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO kZ S1 SLT-ENG WMR2722SOUTHAPOPKA, BLYD. APOPKA,FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. NANOL LNG. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONfORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i 7{ STATE OF f BC LL Q.Q PSF 407-2991 522 SPEC If IC ATiON PUBLISHED OY THE AMER ICAX FOREST AND PAPER ASSOCIATION) AND TP (. ALPINE V FAX 407-29991 53 CONNECTORS ARE MADE BF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EArH FACE OF TkUSS. AXO UNLESS OTHERWISE LOCATED OM THIS DESiGM, POS I TIOX CONNECTORS PER O— TOT. L D . 45.0 P S F S E O N 37395 D UR F AC 1.2_ 5 F R 0 M J EDRAWINGS160AZ. THE SEAL ON TM15 DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIXG AiPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY ANO USE OF THIS SPACING 24. 0" CERTIFICATE OF Am"ORIZATION#9218 COMPONENT ANYNSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 051FORCTION2. VVt F,Ur,rID--VItRIVA - Kc3,f TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 nip UMv rncrnncu nurr --Urcn —1VI L-- a vu-rn.Ucu!. of ou oiu!w o inuaa '"n 12.0 MPH WIND, 12.21 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W2 4-2-10 W2. W5X4=— W5X4= Lo l 1_ 3-9-8 _1_ 3-2-0 _1_ 13-0-0 _1 cc 19-11-8 Over 2 Supports R=882 U=2.45 W=3.5" R=988 U=285 W=8" 0-4-9 9-4-0 PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 2 0. 0 P S F R E F R 3 5 2-- 2 5 6 5 5BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 O'ONOFR IO OR .. SUITE 200. MA SO". NI 53719). FOR SAFETY PRACTICES PR [OR 70 PERFORMING THESE FUMCT IONS. OTHERWISE AT TOP HAVE PROPERLY ATTACHED AMC— / Ip T C D L 1 5. 0 P S F DATE 0 8/ 0 5/ 0 2 SMYTH LUMBER CO. UNLESS INO IC ED. CHORD SHAII 7 RQOFTRUSS DIVISION STRUCTUR RAPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG,. CE iLING. IMPORTANT;- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No"442704 BC DL 10.0 PSF DRW SLFti5R352 02217613 2722 SOUTH APOPKA BLVD. ODUCTS. IC. 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 STATE OF BC LL 0.0 PSF SLT-ENG WMR APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407- 299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORSARE MADE OF AGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A%, O R, TOT L D 45 P S F S E Q N 9837 FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P051 TION CONNECTORS PER 0 D U R F AC 1 5 DRAWINGS160A-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SU I TAB[LtTV AND USE OF THIS 2 t CEFmncATEOFAITTH0RIZATION# 9218 COMPONENT FOP. BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 05 !02 SPACING 24.0" N) SECTION WLKIVA - KJJ I M1J UYV YKtYAKtU VKUM L.UMHUILK INFU I kLUAU3 6 UIMtNZoI VN3f 3UUMIIIrU t57 IKU33 MrK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X, W2 W5X4= 120 MPH WIND, 13.11 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 l I_ 5-4-8 _I_ 14-7-0 _I 19- 11-8 Over 2 Supports R= 882 U=259 W=3.5" R=988 U=287 W=8" 0- 4-9 9- 4-0 ON PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R C Scale 3125" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI6 91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. Y1 53719). FOR SAFETY PRACTICES PRIOR TO'tIF1 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY E PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C L L T C D L 20 . 1 5. D 0 PSF FP S F R E F R 3 5 2-- 2 5 6 5 6 SMYTH LUMBER CO. DATE 0 8/ 0 5/ 0 2 DRW SLTUSR.352 02217614 IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F£p% i No.4Z% BC DL 10.0 PSF ROOFTRUSSDtvtS[ON PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S 1 1 S L T - E N G WM R 2722SOUTHAPOPKABLVD. APOPKA, FL. 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BR ACENG Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF t B C L L O . O PSF F407- 299-1 522 SPECIFICATION PUBLISHED BY THE A14ERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE NOTED. TO VVV y4 O TOT L D 4 5.0 PSF S E O N 9848 FAX407-29991 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R' O r" D U R F A C 1 FROM J E DRAWINGS160A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS A 25 SPACING 24. 0 CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 05 ' ANSI/TPI 1 1995 SECTION 2. WtRhKPTES--Wt&IVA - K34 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 4-0-0 JACKS WITH NO WEBS. W4X8= W3X6(A1) Il1J VIIV n nnLU ,n r nr lL n rr r, n rr rr yr rr• .. rir i.. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W2.5X4= W5X10= W3X8= 142X4= W4X6= T 1-10-0 9-4-0 1 0 I 4-0-0 _I 16-3- 8Le _ I 20-3-8 Over 2 Supports BIN R=1335 U=432 W=7' R=1247 U=386 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20. 0 P S F R E F R 3 5 2-- 2 5 6 5 7 IN571TUTE. 583 D'ONOFR[O DR.. SUITE 200, MAOIS6N. W( 53719). FOR SAFETY PR kC 110E5 PRIOR TO PERFORMING THESE FUNCTION$. UNLESS OTHENNISE INDICATED. TOP CHORD SHALL HAVEPROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED N(GID CEILING. IMPORTANT" fURL A COPY OF 1H8 DESIGN TO THE INSTALLATION CONTRACTOR. AI PINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUflp THE TRUSSES IN CONFORMANCE WITH iP(; DR FABRICATING. HANDLING. SHIPPING. INSTAL IING ANO BRACT NG OF TRUSSES. THIS DES 16N CONFORHS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESI6M SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA AST A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTOR$ TO PER EhCH FACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER p C, V •' AFI0.4Y% O4 '` t gTwSTATE OF % yJAN 0 ' wM.. 1 T C BC B C TOT D L DL L L L D . 15.0 10.0 0.0 45.0 T P S F PSF PSF P S F DATE 0 8/ 05/ 0 2 SMYTH LUMBER CO. ROOFTRussDm510N 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-2Q9 E J22 FA%: 407- 2939153 DRW SLTUSR352 02217615 S L T E N G / WMR S E O N 37267 D U R F A C . 1 . 2 5 FROM 0 M1LIE yPROFESSIONAL ENGINEERINGDRAWINGS160 A-2. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE Of PROFESSIONAL RE SPONSIB III TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AL SPACING SEE ABOVE CERTIFICATE OFAUTHORIIAmom49218ANSIONENT1FORAN$EPARTIPARTICULAR BUILDING I$ THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER AUg 05 WtKIVA - K55 (Z-FLY TOP CHORD 2x8 SP #1 Dense BOT CHORD 2x6 SP SS WEBS 2x4 SP #3 :W12 2x4 SP #2: W14 2x4 SP #1 Dense: :W15 2x8 SP #1 Dense: SPECIAL LOADS LUMBER DUR.FAC.=1.00 PLATE OUR.FAC.=1.00) TC From 180 PLF at 0.00 to 207 PLF at 7.00 TC From 546 PLF at 7.00 to 546 PLF at 20.25 BC From 10 PLF at 0.00 to 10 PLF at 1.00 BC From 410 PLF at 1.00 to 410 PLF at 13.00 BC From 20 PLF at 13.00 to 20 PLF at 20.25 TC 1667 LB Conc. Load at 7.00 2X8X13'O" SP #1 DENSE SCAB. ATTACH TO ONE FACE WITH 2-ROWS OF 1OD COMMON NAILS AT 4" OC, STAGGERED 2". W1X3(D4) 106 W4X12 (I 0-4-0 IKIJ UWU YKtFAKtV fRUM (,UMNUItK INI'UI (I. VA UJ 1i UI Mt IN JIV NJJ JU I5MII I tU bT I K U JJ MV K. Z Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: I ROW @ 3" o.c. BOT CHORD: 1 ROW @ 6" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 120 MPH WIND, 10.94 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND 1CDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HS1018(R) %W5X4= W3X8 W5X6!m W2X4HI W6X8!m HS1018!m 2-9-0 9-4-0 I, 6-5-5 _1_ 13-10-11 _1 VE 20-4-0 Over 2 Supports R=10311 U=3276 W=8" R=10168 U=3230 W=5" PLT TYP. Hi h Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND a RACING. REFER TO HI B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. H 1 D'ONOFRIO DR., SUITE 100. MADISON, NI 53T19). FOR SAFETY PRACTICES PRIOR TO PE kFORM LNG THESE FUNCTIONS. UNLESS OTHEkW iSE !NO [C ATEO. TOP CMORO $HALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHAH HAYE A PkOP ER LY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THfS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN COMF OR MA NC E. WITN TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NI TH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERL1: FOREST ANO PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 10GA ASTM A66J GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ti, J 4 Fl r s NO.42704 = i1STATEOF a R to T C T C BC BC TOT.LD. L L D L DL LL 2 0. 15.0 10.0 0.0 45.0 0 P S F P S F PSF PSF PSF R E F R 3 5 2 - 2 5 6 5 8 SMYTH LUMBER CO. ROOPTRUSSDm51oN 2722 SOIrtH APOPlU BLVD. APOPKA, FL 32703 407-2951 522 FAx 407-2P99153 DATE ppOU/ 0 5/ D 2 DRW SLTUSR352 02217632 SLT-ENG /WMR SEON 11400 D U R F AC : 1.2 5 F R 0 M J EPROFESSIONALENGINEERING DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AL CELmFICATEoFAUTmoRQAmN99218 COMPOONENT1FOR ANYECTY PARTICIONULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER I ANSI/TPI AUg 05 '02 SPACING SEE ABOVE W5X4= i nLJ uNv rMCrNMLII rnvri tvmrvIcM Imrvl (L.VRUJ a Uir¢i1JLv w) word i,cV of n J -n. 120 MPH WIND, 22.23 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. UKMtS--WLKIVA - V1) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 W2-.5X4 0- 0-0-2 19-9-14 W2.5X4 =— W3X4= 0-0-4 c I_ 3-8-8 _1_ 10-9-12 _1 14-6-8 Over Continuous Support R=85 PLF U=33 PLF W=14-6-8 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 375" Ft. BRACING. REFER TO H18-9L (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE/ I, ARNI NG•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDU'0 T C L L 20 . 0 P S F R E F R 3 5 2-- 2 5 6 5 9 INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200. MA D ISO". WI TOP 9), FOR SAFETY PR ACT[ It PRIOR TO: PERF ORN[NG THESE FUNCiIO NS. UNLESS OTHERWISE lND iCA7ED. 76P CHORD SHALL HAVE PROPERLY kITACHEOSMYTHTCDL15.0 PSF DATE D8/D5/02 LUMBER CO• STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING./ ROOF DRW SLFUSR352 02211616IMPORTANT" FURNISH A COPY OFTHIS DESIGN TO THEINSTALLATION CONTRACTOR. ALPINE ENGINEERED04 BC DL 10.0 PSF TRUSSDr(n910N PRODUCTS, INCSHALLNOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT- ENG WMR 2722SCHITHAPOPKABLvi). APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANOF BRACINGOFTRUSSES.THISDESIGN CONFORM$WITHAPPLICABLE PROVISIONSOF NOS (NATIONAL DESIGNSPECIFICATION BCLL0.0 PSF 522 PU8LiSHEO BY THE AMERIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE407-299.1 a CONNECTORSAREMADEOF2OGAASTMA663GRCO6ALV. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS TO TOT . LD. 45.0 PSF SEON 11744 FAX 407-2959153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERPROFESSIONAL FAC. 1.25 FR0M JE DRAWINGS160A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGDUR ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN.THE SU:TA8 iLITYANOUSEOF THISCERTIFICATE 24.0" CIFAUTmommTION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BE$IGNER. PERASI/TPI1199SSECTIONASPACING2. WEKGRMB--WEKIVA - H1) ITOP CHORD 2,4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-3-10 LC1-5-0>1.- 9-11-9 _I E 9-10-1 Over 3 Supports R=396 U=180 W=5.657" IH1J UNLT PHtHAHtU tKUM IUMF'UItK INHUI (LUAU) 5 UIMtNJ1UINJ) JUBM111tU bT IKUJJ MtK. 120 MPH WIND, 21.40 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 WITH NO WEBS. 2-9-1 R=73 U=180 3-2-14 19-9-14 R=609 U=225 PLT TYP. Wave IPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:3 Fl_ 1 R Scale 375" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE NSTITU TE. HES D'ONOFRIO DR., SUITE 200. MADISON. YI 53719). FOA SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M t • (' T C T C L L DL 20.0 15.0 P S F P S F R E F R 3 5 2-- 2 5 6 6 0 DATE 0 8/ 0 5/ 0 2MYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHhIL HAVE A PROPERLY ATTACHED k(GID CEILING. r 4 N_ DRW SLTUSR352 02?17617ROOFTRussDMs10NIMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A,wjN0.42704 BC DL 10.0 PSFPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 = 1 = y77t 7f i 7C S L T - E N G WM R2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE Y{TH TPI: OR FABR 11: TI:G. HANDLING. SH IDD FNG. INSTALLING AND BC L L 0.0O P S FAPOPKA.FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE Of S 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAx: 407-2999153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. ADPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR PER... pR+' TOT L D . 45.0 P SF S E 0 N 37214 D UR.. F A C . 1.25 F R 0 M J EPROFESSIONALFNGINEERENGDRAWINGS160A-2. THE SEAL ON THIS OR AWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPONSIR IItTY SOLELY FOR THE T0. U55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIflCATEOFAUTHORVATON#92T6, COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERTANSIJTPIAug05IFORYEPARTICULARCTION2. SPACING SEE ABOVE wtKLXKPIU--WLRIVR - nc TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. 0-3-10 1 LE1-s-o-- I 9-I1-9 '1 9-10-1 Over 3 Supports R=572 U=180 W=5.657" 120 MPH WIND, 21.40 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 L1240 TOTAL LOAD. 22-9-9 R=66 U=180 3-3-6 19-9-14 R=616 U=230 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 12.5 OTY:2 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0.0 P S F R E F R 3 5 2 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. NI $3719). 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. q tlfl i,t/N T C D L 15.0 P S F DATE p08/ 0 5/ 0 2 SMYTH LUMBER CO. DRW SLT0SR352 02217618ROOFTRUSSDMStoN 2722 50uTH APOPKA BLvD. APOPKA,FL 32703 407-299-1522 FAX 407-2999153 IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EK61RECRED P0.000C TS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISIS 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 AMERIC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF 206A ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CON HECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 4Z% fSTATEOF3 fjORO• ywU:W' BC DL B C L L TOT. LD. 10.0 0.0 45.0 PSF P S F PSF S L T - E N G / WM R SEON 37220 D U R . F A C . 1.25 FROM J EPROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS at SPACING SEE ABOVECERTIFK:ATE OF AUTHORRAMON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 05ANSIJTPI1-1995 SECTION 2. 1 WFKGRMB--WFkTVA - H41 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8; TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 0 PLF at -1.41 to 39 PLF at 0.00 IC From O PLF at 0.00 to 92 PLF at 5.66 BC From -0 PLF at 0.00 to 26 PLF at 5.66 3.18 r- 0-4-0 DO W2X4(A]) 1-5 0-11E 5-9-6 _I 5-7-14 Over 3 Supports— R=112 PLF U=135 PLF W=1-4-0 Zl 4 4 R=159 U=180 1-10-0 19-9-14 R=53 U=180 120 MPH WIND, 20.72 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED ylWITHIN4.50 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R Scale 375" Ft. YARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPT (TRUSS PLATE INSTITUTE. 583 0;0:OFRIO DR., SUITE Z00. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE UCT 10 NS. ON,OTHERWi SE 1NO ICA TED, TOP CHORD SHALL HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURI•• NISM 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. TH1S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t FI +••.-I j4N O.a^704 ;. fJ ". i STATE ofSSS T C L L IC D L BC DL BC LL 2 0. 15 .0 10.0 0.0 0 PSF PSF PSF PSF R E F R 3 5 2-- 2 5 6 6 2 SMYTH LUMBER CO. ROOF TRUSS DlVI510N 2722 SOUTH APOPKA BLUE). APOPKA, FL 32703 DATE 08 / 0 5 0 2 DRW SLTUSR352 02217519 SLT-ENG /WMR 407-299-1 522 FAX 407-2999153 SP EC IF ICAT[0 PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCA TEO ON THIS Of SIGN, POSI T(ON CONNECTORS PER A 10 FtiN..y NRw,..• TOT. LD. 45.0 PSF SEQN 9798 D U R . F A C . 1.25 FROM J E PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PR Of ESS 10NAL ENGINEER [NG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY ANO USE Of THIS A SPACING SEE ABOVE CERTIFICATE OF AUTHORRATION#9218. COMPONENTANY SECTTTPARTICULARBUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER AUg 05 02 I,WtKUKI-16--WL.RIVA - t1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I1-0-0-1_ 7-0-12 11 Ile-7-0-0 Over 3 Supports BIN R=411 U=180 W=4' i n r r .. , r. „ „r , ,. ,.r , XL .. „ ,. v„11 1w1,. , , , ,,. ,„ 120 MPH WIND, 21.41 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 L1240 TOTAL LOAD. 22-9-2 R=215 U=180 3-3-1 19-9-14 R=78 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:23 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANO BRACING. REf ER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY. TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MAOISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE 1N0 IC A Tf O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANTFURNISH A COPY OF TH15 DE516N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH OR OF TRUSS. AND UNLESS OTHERWISE LOCA TE0 ON THIS DESIGN. POSITION CONNECTORS PER GA• FI •••1, f V ' : Z No.42704 1 STATEOF64A wVRtT C T C gC BC TOT. L L D L DL LL LD. 20 1 5. 10. 0 0. 0 45. 0 0 0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 2 5 66 3 D AT E p 0V0 5 0 2 SMYTH LUMBER CO. ROOF TRUSS DMSION 2722 SOuTN APOPKA BLVD. APOPK/ 1, FL 32703 407. 290-1 522 Fax 407-2959153 DRW SLTUSR352 02217620 SLT- ENG WMR SEON 37216 D U R F A C . 1.25 FROM J E PROFESSIONALENGINEERINGORAWINGS160A-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" CERTIFICATEOFAtfTNomwiON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. AUg OS '02 WEKGRMB--WEKIVA - E2 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 11-0-01— 7-0-12 _I d7-0-0 Over 3 Supports— R=411 U=180 W=4' i ntz unu rn[rrncu nuri w—V Ic u—u, k-- a uI I . . .n -- 120 MPH WIND, 21.45 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 L1360 LIVE AND L1240 TOTAL LOAD. 22-9-10 R=215 U=180 3-3-9 19-9-14 R=78 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2_ FL 1 R Scale 375" Ft. NARNG. i'• TRUSSES REOU[R( EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO H'1B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 0- NOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 01HE RN ISE IN01CATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIEO RIGID CEILING. 1 LW. .. • T C L L T C D L 20 . 1 5. 0 0 P S F P S F REF R 3 5 2-- 2 5 6 6 4 SMYTH LUMBER CO. DATE p08/ 0 5/ 0 2 DRW SLTUSR352 02217621ROOFTRussDmsroN 2722 so TTH APOPKA BLvD. APOPKA, FL 32703 407 293I 522 FAX. 407-29991 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 KITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONfORNS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PURL [SHED BY THE AMERICAN FOREST AND PAPER ASSOCiAT10N) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A653 GR80 GALY. STEEL. EXCEPT ASNOTEDAPPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y= NO. 427 77CC j I STATE a(` f OR`O w{ BC DL BC L L T 0 T . L O . 10.0 0.0 45.0 PSF P S F PSF S L T - E N G / WM R S E O N 37228 D U R . F AC . 1 . 2 5 FROM J E PROFESSIONAL ENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I T Al [LITANO USE OF THIS i SPACING 24. 0" CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTDI 1- 1995 SECTION 2. Aug05 WLKl7K[`10--WtKIVA - t4) 1n10 unu ncrnncu —, %-- ral 'r - ,— TOP CHORD 2x4 SP #3 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 10-10-4 R=11111 U=180 1-10-0 9 4-0 3= R9 U=180 It 0 y'F 4-0-12 4-0-0 Over 3 SupportST R=284 U=180 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 01Y:4 FL 1 R Scale 375" Ft. WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPA[ (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200. MAOISON. YI 537I9J, f0R SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOD CHORD $HALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CEILING. MPORTANT•+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE i0 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 Apo PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTri A653 GRdO GALY. STEEL. INCEPT AS NO7E0. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER tIF1G, • 4(/_ 1 127/V 1c rii•7i V7 f7C • * i STATE OF j y O R`O T C T C BC B C T O I L L D L DL L L L D . 20 . 1 5. 10.0 0.0 45.0 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2_ -- 2 5 6 6 5 pDA'T E 0 8/ 0 5/ 0 2 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. A,POPKA. FL 32703 4O7.299 4 522 FAx: 407.29991 53 DRW SLTUSR352 02217622 S L T - E N G WM R S E O N 37218 D U R F A C . 1 .2 5 FROM 1U EPROFESSIONALENGINEERING OR AN INGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TP.USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24. 0 HCEFrnF1CATEOFAIfTHOR1TILTION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Aug 0' 02 NtKUKI`TD--WtKINA - 1:3 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 4.5 r— W2X4(Al) Imc- -4-0-12 o. 4-0-0 Over 3 Supports R=194 U=180 W=8° 10-10-4 R=12323 U=180 1-10-0 9 4-0 4= R3 U=180 inLa UMU rKErMMCLI rnvri WV—Vtcm inrUt LLVAUJ a Uu-iuIzLV"I aUorrLI I— — r:Vaa ' -n. 120 MPH WIND, 10.42 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANO BRACINGy. PUBLISHED B'X TPI (TRUSS PLATE I NSTIiUTE. $07 O'ONOFR lO OR .. SUITE 200. MAO ISON. WI 53719y. FOR SAFETv PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE fNDICATE O. TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERERLY AT7ACHE0 RIGID CEILING. Z FI •QQ•'• // i:•P e% v. % T C T C L L D L 2 0.0 15. 0 P S FP S F R E F R 3 5 2-- 2 5 6 6 6 SMYTH LUMBER Co. DATE yO VO0 5/ 0 2 DRW SLTUSR352 02217623 ROOFTRussDMSWN2722 SouTH APOPKA BLVD. APOFKA. FL 32703 IMPORTANT•' FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUS$f.S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND$ (NATIONAL DESIGN A, l NOt42%{/ i 7.Li1. 7CSTATE OF # p C p E7C DL L L 10. 0 0. 0 PSF P S FS L T - E N G WM R 407- 2991522 FAX 407-2999153 SPECIFICATION PUBLISHED BY THE MMAIR 653W FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM A657 GR 40 GAL Y. S7EEL. E%CEPT A$ NO iEO. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER cOR10' y 1. TOT. LD. 45.0 PSF SEON 36423 D U R F AC . 1.2 5 FROM J E PROFESSIONALENGINEERINGDRAWINGS160h2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U 5EOF TX I SPACING 24.0" CERTIFICATEOFALITTIORQATION#9218 COMPONENT lFORANY SFCTIOPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 05 tRIIKPILS--WtR1VH - 1,1 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5 r-- W2X4(A1) 1 1-0-0 1 2 1-0-0 Over 3 0-9-1 R=2011336214 R= U=180 R=220 U=180 W=4" 120 MPH WIND, 20.16 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 L1240 TOTAL LOAD. PI-T TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 FL 1 R Scale 375" Ft. WARNING** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H16 91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. T C L L 20 .0 P S F R E F R 3 5 2-- 2 5 6 6 7 INSTITUTE. H5 3ES D'ONOFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUMCT IONS. UNLESS O7HERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Mew«. fj T C D L 15.0 P S F DATE 08/ 05/ 0 2 SMYTH LUMBER CO. DRW SLTUSR352 02217624ROOF7RUSSDm51oN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-29 1 522 FAx: 407-299-91 53 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN61NEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO G. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPININSTALLING TO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIIII N CONNECTORS PER i No. 42704 1 1 7N STATEOF J Q` 40 R, OBC DI- 10.0 BC LL TOT. L D . 0,0 45.0 PSF PSF P S F SLT-ENG WMR S E O N - 37208 D U R . F A C . 1.25 FROM J E f ROFESSIONALENGINEERINGORAY7NGS 160 AI. THE SEAL OM tHIS DR AMIM6 INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOYR. THE SUITABILITY AND us OF THIS 1 SPACING 24 0 CEimmc:ATEOFALRHommiON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1- 1995 SECTION 2. Aug OS ' WtKIVA - 1, IM1J UNU FKtrAMtU rKVM (.VMFUItM IIVHUI LLUAUJ & U1PIt N3IVMJ) 3UOP1I11LU Of IKV3a i1rn. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5 +21R173 U=180 1-7-1 19-9-14 R=26 U=180 W2X4(A1) 0-0-14; 3-0-12-->j 3-0 0 Over 3 SuDoorts R=245 U=180 W=4* 120 MPH WIND, 20.58 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. PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:6 FL 1 R Scale 375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0 OFRIO OR .. SUITE 200. MADISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT HE RW iSE INDICATED. TOP CHORD SHALL HAYS PROPERLY ATTACHED M. a IFI(~•-•• 9 tE`I T C C L L D L 2 0. 1 5.0 0 P S F P S F R E F R3 5 2-- 2 5 6 6 8 DATE p 00 / 0 5 / 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. U V DRW SLTUSR352 02217625ROOFTRussDmslONIMPORTANT** FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0.42704 1 BC DL 10.0 PSF 2722 SouTH APOPKA BLvD. PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO TRUSSES TPI: FABRICATING. AND t 1a 7f SLT-ENG WMRAPOPKA. FL 32703 BUILD THE IN CONFORMANCE WITH OR HANDLING. SHIPPING. INSTALLING BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSFBC 407-299-1522 SPECIFICATION PUBLIS14EO BY THE AMER I AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE VVV •6 IOT. 45.0 PSF SEON 37210FAx407-2999153 CONNECTORS ARE MADE OF 206A AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE L0CA TE0 ON THIS DESIGN. POSITION CONNECTORS PER QR`O LD. D UR F AC 1.25 FROM 7 EDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ALPROFESSIONALENGINEERINGRESPONSlBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS U SPACING 2 4 DCERTIFICATEOFAUTHORiL1TON #9218 COMPONENT FOR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A U 9 0599ANYSECTIOPARTICULAR VitRlaKI9I3- -wtRI NH - L,3) ,., ,. ..,. , ,. .,— ,. ,., ,,, «,,,.,,, .. ...... ....... .,. ....,..., ,.. "' TOP CHORD 2x4 SP #2 120 MPH WIND, 20.99 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 21 lI 2 R=147 U=180 2-5-1 19-9-14 R=52 U=180 W2X4(Al) It-0-0_IE 5-0-12 5-0-0 Over 3 Supports R=325 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BR AC IMG. REFER TO HIB-91 (HhMOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE i N$T iLUTE. $83 D'ONOFR 10 DR., SUITE 200. MAOISOX, XI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESEFUNCT[ONS. UNLESS OTHERWISE 1N01CAFE0. TOP CMORO SHAH HAYE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI610 CEILING. ti tIFI(;j t l 3• Y ". T C T C L L D L 20 . 15.0 0 P S F P S f R E F R 3 5 2-- 2 5 6 6 9 DATE p rtOS/ 0 5/ 0 2 SMYTH LUMBER CO. DRW SLTUSR352 02217626ROOFTttussDlYiS10N 2722 Sou H APOFKA Bwo. APOpKA, FL 32703 407-29J-1 922 FAX 407.299.91 53 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR ANY DEYIATIOM FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANOLENG. SHIPP I9G. INSTALLING AND SPACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERI'AN FOREST kMp PAPER ASSOCIATION) ANO TPI. Al IME CONNECTORS ARE MADE OF 20GA ASTM A653 6R40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i Na42704 STATE OF fit !' O R14 BC BC TOT DL L L L D . 10.0 0.0 4 5.0 PSF P S F P S F S L T - E N G / WM R S EON 37212 D U R F A C . 1.25 FROM J EPROFESSIONALENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SP I:GS6TL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ry SSSS A SPACING 2 4 0CERTIFICATEOFAUTHORQATION *9218 COMPONENT FORANY 1NSECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 05 ' 02 WtKGKMtf--WtKIVA - (,4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 5 r— —t- 20 3 100-9-9 R= U=1g019-9-147— R=U=180 W2X4 A) I I-0-011 0- 121 1-0-0 Over 3 Supports r R=220 U=180 W=4" I M I J UWU VKtFAKtU rKun I. UPIYUItK 1NYU1 LL,UAUa * UlPltna IV aU oils IICu o, inUaa r-- 120 MPH WIND, 20.20 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCD[-=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE d OTY:4 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-9l (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INS TI1UTf. 583 D'ONOF0.l0 DR .. SUITE 200. MAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERF00.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.000CT5. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS OESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABR ICA TIMG. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS Wi TH APPLICABLE PROVISIONS OF ND$ (NATION AI DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM A651 G0.40 GALY. STEEL. [XCEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A w j N0.42704 i STATE OF s R T C T C BC BC TOT L L D LDL LL L D . 2 0. 1 5.0 10. 0 0. 0 45 . 0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 2 5 6 7 0 SMYTH LUMBER CO. ROOF TRuss Dimicim 2722 SOUTH APOPKA BL17D. APOPKA. Ft_ 32703 407. 2911 522 FAX 407-29SS153 DATE O S/ 0 5/ 0 2 DRW SLTUSR352 02217627 SLT- ENG WMR. S EON 37222 D U R F AC . 1 .25 FROM J E PROFESSIONALENGINEERINGDRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE5PONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILTTY AN0 USE OF THIS SPACING 2 4.0 CERTIFICATEOFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. AugO5 WtRkJKMU-- WtR 1 V A - l.9 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5 r-- 21-1-10 R=73 U=180 0-4-9 1-7-9 19-9-14 R=26 W2X4 A ) U=180 It 0 y1e 3 - 0 -12----->j 3-0-0 Over 3 Su orts r R=245 U=180 W=4" 120 MPH WIND, 20.62 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/2.40 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 FL 1 R Scale 375" Ft. WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HAXOIING INSTALLING kM0 BRACING). PUBLISHED BY TPI (TRUSS PLATE IXSTITU T E. 583 D'ONOFR IO DR.. SUITE 200. "ID ISON. XI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THF.SE FUNCTIONS. UNLESS OiHERW [SE IMDICATED. TOP CH00.0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAXEIS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED R[GID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL N01 8E 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 SPECIE IC AT ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of.206A AST M A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO N..••«. G t1FIG•• / j• V %•:C' i 4 : 42704 •* 71f STATE OF t. Rl T C L L T C D L BC DL BC LL TOT. L D . 20 . 15.0 1D.0 0.0 45.0 D P S F PSF PSF PSF P S F R E F R 3 5 2-- 2 5 6 7 1 DATE D/ 0 5/ 0 2 QSmYTH LUMBER CO. ROOF TRUSSDrvt510N 2722 SOUTH APCWKA Bwo. APOPNJI,FL 32703 407-299.1522 DRW SLTUSR352 02217628 SLT-ENG WMR S E O N 37224 FAT(: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC ATEO ON THIS DESIGN. POSITION CONNECTORS PER D U R . F A C . 1.25 FROM LIEPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN0 USE OF THIS AY L 1 SPACING 24. 0CERTIFICATEOFAUTTTORIImom #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Aug 05 ' 02 1 PICR1JKM0--NCRIVA - L,0 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-9 I' 0 0 1-19 5-0-12 5-0-0 Over 3 Supports R=325 U=180 W=4" 21 11 10 R=147 U=180 2-5-9 19-9-14 R=52 U=180 I Ilia U11U YMCYMRCU rmuri VI-IYVIC" 11'IYUI (LVAUJ * UII-IC IN JIV IYJ) JUDI"Ill ICV 01 1 RV JJ I 120 MPH WIND, 21.04 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. U DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:4 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 $83 D'OMOF P.10 OR .. SUITE 200. Mk0156N, NI 53719f. FOR SAFETY PR kCTTCES PR TOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M....N• Qt FI TA: d` I C T C L L DL 20 . 15.0 D P S F P S F R E F R 3 5 2-- 2 5 6 7 2_ DATE O S/ D 5/ 0 2SMYTHLUMBERCO. l 4 ROOF TRUSSDnMEON STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i . NO.42704 BC DL 10.0 PSF DRW SLTUSR352 022ll629 2722 SOUTH APOPKA BLvD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO THE TRUSSES CONFORMANCE WITH TP FABR T[NG. S SLT-ENG WMRAPOPKA,FL 32703 8U ILO IN 1; OR (CA HANDLl NG. SHIPP INO, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICA8IE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF f BC LL 0.0 PSF 407 SPEC IFTCATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE VVV FAX 407 2999?58 CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN0 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COMNEC TORS PER 0 10 TOT L D . 45.0 P S F S E O N 37226 D UR F AC 1.25 FROM J EDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING M" PROFESSIONAL ENGINEERING RESPONS[Bll.1 SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17A8Il ITY AND USE OF THIS A CERTWWATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug o5 SPACING 24.0" ANSIITPI 1.1995 SECTION 2. WtKGKMb--WLKIVA - l,/ TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 4.5 r— W2X4(A1) i 0-8-8 9-8-12 R= 4 $8 R= U=180 1-0-0 Over 3 Supports II R=220 U=180 W=8" I n IJ UMU rKEr AKEU rRVri -uriruiEm inrui LwrUJ M UIr¢.nai--) wuru i w 120 MPH WIND, 9.67 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 L1240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 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'OWOFR[0 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 RIG ID CEILING. T67A/(_/ IFI/ (// j- : C/N I T T C T C L L D L 20. 0 15. 0 P S F P S F R E F R 3 5 2-- 2 5 6 7 3 DATE 0 8 / 0 5 / 0 2 SMYTH LUMBER CO. DRW SLTUSR352 02217630 ROOFTRussD1v151ON2722 SOEFTH APOPKA BLVD. APOPKA. FL 32703 407- 29gi 522 FAx: 407-299-91 53 IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL 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 PROYISIONS OF NOS (NATIONAL DESIGN SPECIE ICATI0N PUBLISHED 8Y THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTH A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER No"* 704 I 1 : 7C i STATE OF O RIO, BC B C T 0 T DL L L L D . 10. 0 0. 0 45. 0 PSF P S F P S F S LT - E N G / WM R S E O N 9800 D U R F AC . 1.25 FROM J E PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r{", 1 AL SPACING 24.0" CEfmFICl1TEOFAuTHORIzAmN#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION z. Aug 05 1 A WLNUKMt5- -VltK L vn - L,O TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 4.5 r— W2X4(Al) 0-0.1E 3-0-12---->j 3-0-0 Over 3 Su ores R=245 U=180 W=8" 410-5-12 R=73 U=180 1-5-8 9 4-0 2= R?_6 U=180 i nl) umu rnCrMnru rnvri vriruicm inrui LLURVa a u u-i[natvna) avDrLLIILU aT invaa r 120 MPH WIND, 10.04 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDI-=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:2 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H16-91 (HANDLING INSTALLING AND 8RACINGI. PUBLISHED 8Y TP1 (TRUSS PLATE INSTITUTE. 583 O'ONOFR[0 DR., SUITE 200. MAOISO N. NI 53719). FOR SAFETY PRACT{C ES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLFS$ 0 RWI SE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'* FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCiS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FP.OM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN COWGORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OESIGM CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICAT ION PUBLISHED 8Y THE kMER ICA4 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HADE 0f 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 N•"•••"" Atlfl ,, N"4Z704 i 71f F$ gT,e OF Q' PFOR T C L L T 1. DL BC DL B C L L TOT.LD. 2 0. 15.0 10.0 0.0 45.0 0 PSF P S F PSF P S F PSF REF R 3 5 2-- 2 5 6 7 4 MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407 299.1 522 FAX 407.2999153 DATE 0 pVO 0 5 0 2 DRW SLTUSR352 02217631 S L T - E N G WM R SEON 9803 OUR . F AC . 1.25 FROM J EPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES A<CEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92 18 COMPONENT BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SE PAR 1 FOR ANY Aug 05 '02 SPACING 24. 5TICULARV" ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C E 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) IX4 "L" BRACE * 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE * 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPF#'#'3 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" B' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' S" 3' 4" 4' I1" 4' 11" 6' 5" 6' 5" 8'4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" HF 3' 4" 4' 10" 4' t0" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W RD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7` 5" 8' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' I1" II' 10" 13' 1" 14' 0" S P 2 3' B" 5' it" 6' 4" 7' 0" 7` 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" r- 93 3' 6" 5` O" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 1 10' 3" 13' 1" 13' 9" D F L STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 6' 9" 10' 2" 10' 2" 13' 1" IT 9" STANDARD 3' 4" 4' 3" 4' 3" 5' e" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' It" 11' it" S P 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' It" 14* 0" 14' 0" E_ F 3 3' 10" 6' 0" 6' 0" 7' 11 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" H F STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" fi' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8- 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" C S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 1 14' 0" 14' 0" QO 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1" 1 6' 1" 8' 0" 6' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3` 11" 5' 3" 1 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" S P 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 1310" 14' 0" 14' 0" 14' 0" F34' 2" 6' It" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" L7 F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10" 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 1 1 STANDARD 4' 2" 5' 11 5' 11" 7' 10" 7' 10" 10` 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11` 4" 13 10" 14' 0" 14' 0" 14' 0" Q C S P 2 4' 7" 7' 5' 8' 0" 8' 9" 9' 6" 10' 6" It' 4" 13' 10" 14 0" 14' 0" 14' 0" 34' S5 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" DFLSTUD4' S" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13 10" 14' O" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5'- 1 12' 5" 14' 0" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE _Gr. DOUBLEDWHENDIAGONALBRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# BRA( ATEACHEND. MAX WEB L TOTAL LENGTH IS 14'.Y/ 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT AS SHOWN) AT UPPER END. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. SYMMI( ABOUT, Y T 18" L f r l6" L 1 2X4 # 2N OR BETTER REFER TO CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR t 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR t h BTR t SOUTHERN PINE DOUGLAS FIR -LARCH 2 # 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG. OR 12" PLYWOOD OVERHANG, ATTACH EACH "L" BRACE WITH [Od NAILS. FOR ( 1) "L" BRACE; SPACE NABS AT 2" O.C. IN 18" END ZONES AND 4' O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NABS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 807. OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN i 1' 6" 2X4 GREATER THAN it' 6" 2.5X4 II+ REFER TO COMMON TRUSS DESIGN FOR ) PEAK, SPLICE, AND HEEL PLATES. s SNv \" 'I- THIS DRAWING REPLACES DRAWING A10030E WARNING- I rWARNING-I TRUSSES REOU(RE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLINGANDBRACIREFER0rBY TPI USS PL E NG. TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDUTE583 D'ONOFRIODRSUITE2TRATlNSTIT, ., 00, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLYATTACHED17f •• NO. 42704 . i REFASCE7-98- GAB12030 DATE 09 10 01 SMYTH LUMBER CO. STRUCTURAL PANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. DRWG A12030EC0901 ROOF TRUSS DIVISION IMPORTANT— FURNISHACOPYOF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT$, INC. SHALL NOTBERESPONSIBLEFORANYDEv(AT[ON FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. A • STATE O FENG APOPKA. FL 32703 SHIPPING, INSTALLINGANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GALv. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF X. jO•' ' LD. 60 PSF FAx: 407-299-9153 TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGSA-Z. THE•.•••••,•( ORESPON zF'•O R 'Q TOT. PROFESSIONAL ENGINEERING INDICATES ACCETANCE ENGINEERING 1B[LITYL SOOLELYI SFORATHEGTRUSSCOPONENTDEIGNOSHOWN.ESSITHEAL ONAl. CERTIFICATEOFAUrHORIUTION x921J SUITABILITY DOFSTHETHISCOMPONENTRESPONSIBILITYFBUILDINGDESGNER,pPERNANSVT PIIIL1495USECT[pNI THEy„ MAX. SPACING 24.0" GABLE DETAIL SYM ABOUT FOR LET -IN VERTICALS 1 VERTICAL LENGTH RIGID SHEATHING GABLE VERTICAL PLATE SIZES Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK. SPLICE, WEB AND HEEL PLATES. iF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 4r2X VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" IX4 OR 2X3 2X8 GREATER THAN 4' 0". BUT LESS THAN ti' 6" 2X4 2XB GREATER THAN 11' 8" 2.SX4 2.SX8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: tOd COMMON TOENAILS AT 4" O.C. PLUS (4) lfid 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, A09015EN0899, A08015EN0699. A07015EN0699 A11030EN0699, A10030EN0899, A09030EN0699, A08030EN0899. A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, k12015EC0901. A11015EC0901. A10015EC0801, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901. A10030EC0901, A08530EC0901 SBCCI CABLE DETAIL DRAWINGS 31(015EN0699, 510015EN0699, 509015EN0699, S08015EN0699, 507015EN0899 513030EN0899. 510030EN0699. 509030EN0699, S08030EN0899. 507030EN0699 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2xe "r' REINFORCING MEMBER 2X4 MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY '°T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (I) 2X4 "L" BRACE. GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRACE11 WIND SPEED AND MRH T" REiNF. MBR. SIZE SBCCI ASCE I10 MPH 15 FT 2x4 IO 9. 10 7. 2x6 40 7. 50 7. 1I0 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 9. 100 MPH IS FT 2x4 10 7. IO 7. 2x6 30 7. 50 R 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 R 90 MPH 15 FT 2x4 20 9. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 IO 7. IO 7.. 2x6 30 9. 50 R 80 MPH 15 FT 2x4 10 R 20 7. 2x8 IO R 30 R BO MPH 30 FT 2x4 20 7. LO 7. 2x8 20 7. 40 7. 70 MPH IS FT 2x4 0 7. 20 7. 2x6 07 20 7. 70 MPH 30 FT 2x4 l0 7. 20 7. 2x6 l0 9. 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP !(3 T" REINFORCING MEMBER SIZE = 2X4 T` BRACE INCREASE (FROM ABOVE) = 107. = 1,10 1) 2X4 "L` BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" DRAWINGS GAB98117 876.719 & HC26294035 WARNING-- PROFESSIONAL TRUSSES REQUIRE EXTREME CARE IN FABRICATINL, HANDLING, SHIPPING,``r`,.••••••. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED J 'FiC REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONpFR10 DR., SUITE 200, HADTS(7d, V(. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,DATETAPCHORDSHALLHAVEPROPERLY VVy. `• r!. ' VV 10/24/01 SMYTH LUMBER CO. ATTACHED STRUCTURAL PANELS AND BOTTOM CHARD SHALL HAVE a PROPERLY ATTACHED RIGID CEILING. y, DRWG GBLLETIN1001ROOFTRUSSDIVISIONMPDRTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DfV[aiiDN FROM THIS y HO• 427047 7 ENG DLJ/KAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 7P[1 OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMSAPOPIv., FL 32703 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED By THE 407-2951522 AND ANDpSTMtA653GR40TGALV.P EELaEx EPi7ADS )Np7ED?PAPPLYALPINECONNE(-TpRS 7D FACE FOGa STATE OF TOT. LD. 60 PSFFAx: 407.29&9153 EACH TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE Sfal ON THIS DRAWING INDICATES ACCEPTANCE OF VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF 01/#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 FOR 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 15 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. OR 2) SIMPSON H2.5 OR CONNECTION FOR 500# UPLIFT FOR 120 MPH WIND, ASCE 7-98, CAT H, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX.(— W2X4 W2X4 W2X4 8-0-0 MAX-{ PITCHED CUT BOTTOM CHORD VALLEY W2X4 16-0-0 MAX 12 12 MAX.I— 4X4 WIX3 WIX3 6-0-0 WIX3 (MAX SPACING) W2X4WIX3WSX4/SPL WIX3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "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. SQUARE CUT BOTTOM CHORD VALLEY W2X4 OPTIONAL STUB END DETAIL W4X4 13F OPTIONAL HIP JOINT DETAIL T 124" COMMON BUSSES PARTIAL FRAMING 20-0-0 MAX (++)4 iiiitivt AT 2 OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. ' v p THIS DRAWING REPLACES DRAWING A105 WARNING!• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, /yINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE V ,••/ BY TPI (TRUSS PLATE TC LL 30 30 40 PSF REF VALLEY DETAILINSTITUTE, 563 D'ONGFR[O DR., SUITE 200, MADISON, Wt. 53719) FOR : SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. i0P CHORD SHALL HAVE PROPERLY •: DL 20 15 7 PSF DATE 06/25/99ATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHADNSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 4 2 70 4 C IC DRWG VALTRUSS0699MPORFANi•• FURNISH A COPY OF THIS DESIGN TO THE INS TALLAiIGN CONTRACTOR. ALPIrkROOFTRUSSDIVISION .ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = * DL 10 10 10 PSF ENG MLH/KAR2722SOUTHAPOPKASLV0. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI( OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH C LL 0 0 0 PSFAPOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL. DESIGN SPECIFICATION PUBLISHED BY THE STATE O F407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GAP- iAO ,• ASTH A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO i OT. LD. 60 57 PSF55 EACH FACE OF t- FAx: b07.299.9153 'TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER © P•' VDRAWINGS (60 A-j. 7H£ SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL •• O RTHESP \' DESIGN 5111S0 THE o /A _` \\ NGINEEPROFESSIONALENGINEEMINC. SUITABIRIlTY AND NG FUSE IOF ITHISSOCOMPON DUR.FAC. 1.25/1.33 t.151.15 SPACING 24" NT FOR ANYLELYiNROTICULARTBUILDINGHECERnFlCATEOFA(RHOKRATK)N •9219 RESPONS(BILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. /,v,. Q` C _110\\ 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 VALTRIJSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) (A) C) ( B 3) 16d BOX NAILS 4'0" TYP. (B) RATED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) 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 H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, Vt. 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. ROOF TRUSS C)IVIBION "'IMPORTANT.. FURNISH A COPY OF THIS ESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SouTH Apoplu BLw DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPD OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-29 ,1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE OF 20GA Fw)c: 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 PERDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION X921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN k-urar1V1V lrluooC.J til I,- It V\. 2) 16d BOX NAILS, i TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES -- AT 24" OC MAX SPACING No. 42704 m00%j STATE OFF 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV C LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7 PSF DATE 06/25/99 BCL 10 10 10 PSF DRWG VALCONVF0699 of 1 0 0 0 PSF ENG MLH/KAR TOTILD. 60 55 57 PSF 1.25/1,33`1.1511.15 fG 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 I.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A,-- E Al E- `I E,-, u I A 20' FLAT TOP CHORD MAX SPAN II E E E E WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. SMYTH LUMBER CO. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722SOUT'HAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-29961522 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 OFTRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERi1FtCATE OF AU7ilOR1UTIOH u921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (6) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 "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. O O o 0 0 0 0 0 0 0 0 0 00 o 0 0 0 o o 0 2" a o 0 8 1/4" WING REPLACES DRAWINGS 634,016 634.017 & 847,045 a Q /`/ ' y MAX LOADING REF PIGGYBACK JIFIC. G,R '9j•,% y 55 PSF AT DATE 06/25/99 1.33 DUR. FAC. DRWG PIGBACKBO699 No. 42704 50 PSF AT ENG DU/KARR.25 DUR. FAC. o STATE OF 47 PSF AT 1.15 DUR. FAC. i c R -':% ACING 24.0" A At BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 328t# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5 9 8 7 7 6 SPRUCE -PINE -FIR 2231 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 1 8 7 7 6 4 ++I MAX 43XI2 3X8 TRULOX ** MAXAX 4 LOX 2X8 WEDGE( 2) 8D NAILS CUT TO FIT AEDGE idARNING.• 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, 563 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 HAVE A PROPERLY ATTACHED RIGID CEILING. SMYTH LUMBER CO. 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 BLvo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOVKA. FL 32703 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 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407.2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORQATION $9211 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. y,;iilNNNiiil/ j DRAWING REPLACES DRAWINGS A115 A115/11 & 884.132 NTC LL — PSF REF BC FILLER 114Q1T F C.q•' F9 DL — PSF DATE 06/25/99 y.. G ciram••. Bt DL 10.0 PSF DRWG BCFILLER0699 7k ' NO.42704 C=LL — PSF -ENG DLJ/KAR T011 LD. — PSF A'; STATE OF FAC. 1.0/ 1.15/ 1.25 / 1.33 e_•:° l n Q OP'.• ACING 24.0" P` IN• u,auaN a ST PDO N CORDER SEA' 2 TYFTOPCHORD2X4SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG** LENGTH SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 1 #2 2 DENSE OR 1 N 2-00-00 2-09-15 1 #1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 3.00 12 TO6.00 W2X4 R=463#, W=3.50- END AND CORNER JACKS 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSSTF 1 HIP TRUSS J5 J311 Jl J J1 J3 J5 J7 J7 ni 1 3' 5 7' 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS HJ ., (3) 16d TOENAILS 2.12 12 W2X4 TO4.24 I W2X5 I i W3X4 OR SIMPSON 3/4- -}- THJA26 1 9-10-13 OVER 2 SUPPORTS R=652#, W=3.50- WARNING. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON. WI. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVU. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFlCATE OF AUTHORIZATION p9219I SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK eyFIC,gr No.42704 00:• STATE OF e_• lnRiVP_'`e I ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 LL 30 MAX PSF REF 7' STBK CS DL 15 MAX PSF DATE 06/25/99 pL 10 PSF DRWG CS7SBK3A0699 LL 0 PSF ENG SJP/KAR LD. 55 MAX PSF AC. 1.33 G SEE ABOVE At CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED, NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH I6d NAILS AT 6" O.C. BRACE IS A MINIMUM 60% OF WEB MEMBER LENGTH SCAB BRACING: T-BRACE OR L-BRACE 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 579.640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED HY TPI UP SS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 2a0, Ma01SON, vl. 537i9) FOR a' r YYe TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD i'`V .F C•••, G rq,.'. . v DL PSFSHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH N•• B a DL PSF DRWG BRC LBSUACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS L B06 99 ENG MLH/KAR2722SouTxAPOPKABLvo. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, o NO.42704 •._, PSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPI(A, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA LD. PSF407-29g1522 ASTM a653 GRaO GALV. STEEL E%CEPi AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE 0FFAx407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGSJ: TO! 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THEA. CERTIFICATEOFAUTHORrLATIONN921@SUITABILITY i •FAC. ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i ••. RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. jC pRt'ACINGit. VLUUH UAbLr) TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES X4 W=W2.5X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & UIMEN5IUN5) 5U8MIIIEU-dY IHUSS MFH. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-100 GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16" OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 Continuous Support J 7 1-0-8 i T 1-4-0 Note: All Plates Are W2X4 Except As Shown. ie• / y 9.6aPLTTYP. Wave TPI-95 R Design Criteria: TPI STD FL 1 R Scale 375" Ft. NARHING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND v T L 4 P FBRACING. REFER TO NIB-9l (HANDLING INSTALLING ANO BRACING). PUBLISHED BY iPi (TRUSS PLATE INSTITUTE. SOS O'ONOFRIO OR., SUITE 200. MADISbW. Wi 57719). FOR SAFETY PRACi10E3 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED O. 704 t L D L 0. 1 O 0 O S P S f R E F R 3 5 2-- 1 5 3 7 2 DATE 0 7 1 5 0 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 02135003RooFTRussDrvlsloNIMPORTANT•• FURNISH A COPY OF THIS OESIGR TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = BC-DL 5.0 PSFPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO STATE OF 1 S L T - E N G 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i •.. •• BRACING TRUSSES. L L O O P S FAPOPKA. FL 32703 OF THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE ICATTOM PURL ISNEO BY iNE AKERICAN FOREST AND PAPER ASSOCIATION) O407-299.1 522 AND TPI. ALPINE ! PCONNECTORSAREMADEOF20GAASTHAG5340V. % •'•• ` "•• ' O•R 0FAx: 407-2999153 GR GAL STEEL. EXC EPi AS NbIED. APPLY CONNECTORS TO EACH FACE OF TRUSS, ANO yy •. I T. L D. 55 O P S F S E O N 11184 UNLESS OTHERWISE LOCATED ON THIS BF$(6N, POSITION CONNECTOR$ PER IT I CPROFIESSIB921f! TV USEINEBUILSSCMSOTHETRESPONSIOILITYEOFATHE AL,Lr ° DDR.FAC. 1.00 FROM CETmT-1u1EOIOAUiTTORZLTIONNAL COHPONENBIFORYANYLPARTICULARIII'NER POFRETHISBUILDINGDESIGNER. ANSI/TPI 1-I99S SECTION Z. SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2 CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS. OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS. OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. FIGURE 5: SINGLE SHEAR BLOCK CONNECTION AT CONCENTRATED LOAD 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) IOd COMMON T (0.148" x 3") NAILS. 8 FIGURE 3: STACKED CHORD OPTIONAL TIE PLATE ON TRULOX PLATE CONNECTION NARROW FACE lCOMMON 0. 148" x 3") NAIAI IN fNWIDE FACE. CROSS SECTION DETAIL 4 CROSS SECTION DETAIL 3 P L 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 30001 2) 2x8 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION AT TO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5. 5"SUPPORTING THE CONCENTRATED 9 0" LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIC CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS I R PLACES DRAWINGS 1.070.978 798517 T620,124 & T615,469 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING ANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V ••'•••• LL PSF IF /CiqREFSY42 CONNECTION BY TPI ( TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND w (!S y G`i n•• (iyDL PSF DATE 06/25/99 SMYTH LUMBER CO. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y ROOF TRUSS DIVISION IIIMPORTANTII FURNISH A COPY OF THIS DESIGN TO THE !NSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS A' B L PSF N O.42 704 _ DRWG CNSY42PLO699 ENG MLH/ KAR 2722SOV7HAPOPKABLvn. DESIGNIANYFAILURETOBUILDTHETRUSSESINCONFORMANCEWITHTP11ORFABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH o BC $I. PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) s * z '. OTg LD. PSF 407-299-1522 AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF L iQ ', STATE OF . FAX: 407-299 9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAC. I.00 PROFESSIONAL ENGINEERINGCERTIFICATEOF AUrnOArunoNlt9218 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSVTPI 1-1995 SECTION 2. i O••'• O 1 P: i Q '• i._ F__•••....•••'_, C ACING REVISIONS PERMIT # - DAQ DATE C\ ADDRESS %. - CQ { C- CONTRACTOR PH # 4Q5 I -A I 1(Tl FAX # `4 6-1 ^ 9 o - DESCPRITION OF REVISION: UTILITIES FIRE BLDG 4 Herx alit Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 89°40'49'W 55.00' L 2 S 89w52'41-E 55.00' NOT PLATTED L2 LOT 12 B' GRADING 7,057 SO. FT. Q NV N 7.5 11'J o LANAI zZ WZ WLOT13yW U WWLuW 2 z O O 0o O 7. iD ry 01M 210_32' - P.C.P. 28.7' MODEL FP-64 ELEV. 'B 6 D' TWO STORY RESIDENCE FIN. FL. ELEV.:62.6 0.7' X 1. 3't TYP.I t9.7' 40'W c 60'0 P LI C/L EL:61.8 4z - CIL CALABRIA SPRINGS 50 ' R/W) TRACT PRIVATE ROAD d UTILITY CITY OF SANFORD ADDRESS: 128 CALABRIA SPRINGS COVE LEGAL DESORPTION- Lot 12. - CALABRIA COVE ' occorcing to the plot thereof as recorded in Plot Book 60. of pages 8 - 10 of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon tes withal Flood Zone X. according to the Flood insurance Rate Mop Cormn ni y Panel N)n16er 120289 0040E.Doted 04/17/95. General Notes: proposed1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaerial 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 fumished 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. 0 Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without the signature and the original raised seal of a Florida licensad Surveyor per This survey meets the roQ 1 nfs of th Florida Minimum Technical to ids as contain din h ter 61 7-6 Florida Administrative Code. 1 William A. Ham P.L.S. Florida Register and Surveyor No. 3162 Darse L. Przemisniecki, P.S.M. Registe Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Su yor and Mapper No. 6092 Herx d Associates Inc., State ofFlorida LB 4937 7.5 N-03AO8ddV 3SIM83W10 NS 31nln 0a08 s.rv30Vr0e 40 3 ZVOI#13 OVIS 800ijLu vWiw L"W o _a O o O 7.5 N 00 N 744. 14' _ N 89°40'49-W V954.46 P.cp CO VE REFERENCED BEARING F EASEMENT SETBACKS: SITE DATA Front 25' Rear 20 1 M! ERVIOUS SO.. FT. - 377X Side 7.5 ' Corner 25' ILOT S0. FT. IMPERVIOUS AREA -2661 SO. FT, Note: Bearings shown hereon are referenced to the C/L of CALABRIA SPRIJGS COVE as being N 89-4049-W. Vertical datum is based on NGVD per EngineeringconstructionplansbyBurkettEngineering. hc. Project No. 9709-3 1 Legend Temporary Benchmark O/S Offset assumed datum) O R. B. Official Records Book BOW Back of sidewalk PS Plat Book C/L Centerline PC Point of Curvature d Central or (Deffe) Angle PCC. Point of Compound Curvature CALC Calculated P C. P Permanent Control Point CB Chord Bearing PG. P R. M. Page Permanent Reference MonumentCDChordP/L Property LineC. M. Concrete Monument P. 0. B Point of BeginningEL. or ELEV Elevation (Proposed) P.O C Point of CommencementFINALEL. Elevation (Measured) PI Point of IntersectionFD. Fin.Ft. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT Point of Tangency I.R. Iron Rod R RAO Radius Radial LineL LB Arc Length Licensed Business RES, Residence LS. Land Surveyor Mee Measured TamTBM Temporary BTemporaryBenchmark NID( N,R. ) Nail andDisk TYP. Typical N R. Not Radial Fence symbol (see drawing) X—X• Fence symbol (See drawing) Sketch of Legal Description This is not o Survey Drown by: CM Checked by: DP Prepored For: BEAZER Job NuabeF. 01-005-02 Scale : I'- 30' Plot plox perfored: 07-29.02FoundoriowSurvey: Fino survey: Revisions . 1-10 M E S• AZ -ER w W w. b e i e r. c o m October 10, 2002 City of Sanford Building Dept. Plans Examiner Sanford, Florida To: Whom it may concern, BE* A ZER A Beazer Homes Orlando 215 N. Westinonte Drive Altamonte Springs, Florida 32714 cpratt@beazer.com Charles E. Pratt Senior CAD Associate Corporate Office Bus: 407-339-4114 x257 Fax:407-339-4166 This letter has been attached to confirm that Beazer Homes Corp. is submitting plan revisions for permit #02-2127 — lot #12 of Calabria Cove subdivision for a Wekiva FP-64 model. See attached plans: sheets — A-1.1, S-2.0, and S-2.1. The revisions are noted as follows: 1) Filled cell added next to corner wall in Family Room. 2) 2x6 post added at end of bearing wall next to pantry. 3) (1) 4x6 post changed to (1) 3.5" x 7" laminated post. 4) Truss layouts changed to match truss engineering. If there are any questions concerning the plan revisions, please contact me as soon as possible. Thank you, a w— Charles Pratt Senior CAD Associate Beazer Homes Corp. 407) 339-4114 ext. 257 407) 339-4166 BZH Beazer Homes Corp. 215 N. Westmonte Drive / Altamonte Springs. Florida 32714 Phone 407-339-4114 • Fax 407-339-4166 CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: 6 Z:2 Date: The undersigned hereby applies for a permit to install the following equipment: Owners Name: Address of Job: Mechanical Con Residenlia State License Number CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: b - a I a-1 Date: q - a The undersigned hereby applies for a permit to install the following electrical Owner's Name:5 Address of Job: _- Ce_t c G..-.{ Electrical Contractor: Residential: Non -Residential: Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: AMP Service I j New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: - '( Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature State License Number