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Home My WebLink About105 Calabria Springs Cove - BR03-001863 - SFH (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER tseazer Homes Corp. 215 N. Westmonte Dr. Altamonte Springs, FL 32714 407)339-4114 CBC 053044 PROPERTY OWNER v ti Ck -",-,\ ADDRESS I:co) N-claul: ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE ty SUBDIVISION ,\,,_.' . .. _. En PERMIT # ( 4 `S " r DATE ` V PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE a 0 0 1 CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: _L Description of Work: Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical X— Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _ Addition/Alteration Change of Service Temporary Pole_ OK Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial — Construction Type: # of Stories: # of Dwelling Units: Parcel #: Owners Name & Address: Plumbing Repair — Residential or Commercial Total Square Footage: Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) s Phone: Contractor Name & Address: 4t0.N.y T-ewe AS -3 + SS r - ZZ ;7 71 State License Number: Phone & Faz 2 fk o Contact Person: _.1 1 + 3 Phone: I V-363-4 37,9 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien 713. s Signature of Owner/Agent Date Sig Lure of Contractor/A Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is , Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: , ° Zoning: Initial & Date) Special Conditions: Contractor/ et itYSrof NMAflff" Af6LUMVE Date MY COMMISSION # DD 164280 EXPIRES: November 12, 2006 p d9P BondedThru Budget Notary Services C tractor/Agent i rsonally Known to Me or Produced ID Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) POWER OF ATTORNEY Date:-4 '27- 03 do hereby authorize to pull the ," CpJ permit for 14"5" e4la4ua, Is9k type ofpermit ' address KMN MCELROY a' Notary Public - State o1 Florida MVCorrIMbWn BOw Feb 19, 2007 Commission # DD185410 Bonded By National Notary Assn. Notary Personally known to me or drivers license # State of Florida, County of 0 R.POOG a on day of M1N E , 200E wouuy Pl 047) cal! aMy CITY OF SANFORD PERMIT APPLICATION • 071 947 81b7 ,,, ..,.• .- ,, ertntt o.: 1 DnrP- - Job Address: 1 OS Ca Permit Type: V Building Electrical Description of Work: _ SF RI ical Plumbing Fire Alarm/Sprinkler 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 Occupancy Type: V' Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: $ we , S40 • Type of Construction: 0 NFU Flood Zone:X Number of Stories:_L Number of Dwelling Units: 1 Parcel No.: CC CC - 0 35 O (Attach Proof of Ownership & Legal Description) • Owner/Address/Phone: _} eazz er Q_o rje- vy\ov-, V Contractor/Address/Phone: iJc'• J'7rlLl -339- c}lla State License Number: (!PC, Contact Person: Phone & Fax Number: 401 _ 9ct _ 19 C a Title Holder (If other than Owner): .11 Address: t.i I t'S, Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer oYr _Ps 124 r . Phone No.: Llvol Address: 'z:-'&LJ C C4 Fax No.: U u- LL C Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdictior.. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature ofOwngent bate Signature o Con actor/Agent tto Print Ok&eft2ent's Name Notary - State of Flo jda __L Date D. X CLAK o My Co Cxp. N'27/03 1. CC850099 aIN Known l l Other I.D. Owner/ Agent is U' Personally Known to Me or Produced ID APPLICATION APPROVED BY: r{ O f-k6 on Agent' s Name D. X CLANK My Comm 6'27,03 Jo. CC 850099 1 ersonalN Known I I Other I.D. Contractor/ Agent is 1/Personally Known to Me or Produced ID Date: S- / 3- Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL i 4 oft— T11.1 riLIM d ScMill tAc 4 ourata 4 Al1 - WOOD. RIDGETRL 2! 1 tat 9. 14rcl i. BVD Saatorcl 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 32-19-30-5LY-0000-0350 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N WESTMONTE DR Land Value (Market): $33,500 City, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $33,500 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $33,500 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $33,500 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2002 Tax Bill Amount: $586 Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 35 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 33,500.00 $33.500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded propaqyipur next year's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re—web.seminote—county title?PARCEL=3219305LYOOOOO... 5/8/2003 ids ield"MMIOWN WhisoaofMaisie I IWO Permit Number: 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 NARYANNE WRIEi CLERK W CIRCUIT COURT BENINME COUNTY BK 04815 PG 6827 CLERK'S * 2003078786 RECON D 05/99/2M 11 t 37 09AN RECORDING FEB 6.09 ECOimED BY N Nolden The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description Calabria Cove, according to the plat thereof, as recorded in Plat Book 60 pages 8 - 10, of the public records of Semi ole County, Florida. Street Address O 5 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. 6. Surety: N/A 7. Lender: N/A Name Marcus L. Watters, Jr. Address 215 N. Westmonte Drive Altamonte Springs, FL 32714 Tel. Number 407-339-4114 8. Persons within the State of Florida designatedby the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in713.13( 1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed: S- b-OJS Signature of Owner's Agent, Amy Condon'>t s Swot b rn scribedbeforeme this day of 2003By Amy Condon, who is pe to me. Notary: _ Notary Seal: FF D. A CLARK 0 trtr o MYComm . 6/27/03 a aueuC o. CC 850099 y Known I 1 Other I.D. CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COM SEMINOLE COUNTY, FLORIV DEPUTY CLER16 MAY 9 jWj LIMITED POWER OF ATTORNEY DATE: 5 _ p,±> I HEREBY NAME AND APPOINT: A fv\ ' (—'C': \,,.'= 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: E!)5 Q-=Ao-k r Z cam. (ac y Q-- 1 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS, JR. NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: 5 _q_ Q? BY: MARCUS L. WATTERS, JR. Who is personally known to me and did not take an oath. STATE OF FLORIDA OF r o D. A. CLARKNOTnRroMyCommExp. r'03 Pueuc n N 850099 K"°"" "0""INOTARY SEAL. Herz, & 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 LOT 36 105.37' Map of Survey LINE BEARING L I N 89°40'49"W L 2 S 89° 45 ' 58 "E KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 & 28 L2 9 1 0 o„ o 0 O n an • cni n N rn m r vni n Rl rn CA it rp i m y y 1_1 D 0. LOT 35 B' GRADING 9.121 SO. FT. 12.0 17.3• CPATRE10OVED o. 8.7' FP-36 yY WIWV o A.B A D 2.8 v) ONE STORY RESIDENCE o FIN. FL. ELEV:52.1 b 0 W_1 0T8 60'D67 0 0 12.0 19.3' I In v; LI 10 In DISTANCE 60.00' 60.00' LOTF-40OR SLAB ELEVATION MUST BE 16 ROWN OF ADJACZNT ROAD UN BS OTC'E i-iy;SE APPROVED CITY OF SANFORD ADDRESS: 105 CALABRIA SPRINGS COVE SETBACKS: SITE DATA Front 25' Rear 45' _M°_ERWO_US S0. FT. - 299 Side 7.5 ' Corner 25' LOT SQ. T. IMPERVIOUS AREA -2.724SO. FT. AREAS: DRIVE WAY.• 408 SO. FT. LEAD WALK: 43 SO. FT. REFERENCED BEARING P.C.P. CIL CALABRIA SPRINGS COVE N 89-40.49'w 954.46' - POC.P 50 ' R/W) TRACT F PRIVATE ROAD. & UTILITY EASEMENT LEGAL DESCRPTI .' Lot 35. " CALABRIA COVE " referenced to the C/LhereonarehrownhoccordngtothePlotthereofasrecordedinPlotBook60 . of CALABRIA Note: Bearings sshownSPR1qCOVE asrN 89°40' 49" W. at pages 8 - 10ofthePublicRecordsofSeminoleCounty. Florida, e rx3 Vertical datum isbased on NGVD per Engineering FLOOD HAZARD DATA: TheParcelshownhereondeswithinFloodgoneX' ` construction plans by Burkett Engineering hc. occordng to -the FederalEmergencymentAgency. Letter of Map Project No. 9709-3 1. Revision 7LOAR) Case limber 96-04- 12 9 P. Doted March 8. 19 9 6. General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 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-ol-way of record whether depicted or not on this document. No search of the Public Records has tavn madd by this office. 6. The legal desrlipNon shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes W iron rod with yellow plastic cap marked LB4937 or LS318Z or iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. O Denotes P.C. P. (Permanent control point) Denotes Permanent Reference Monument Legend IB Temporary Benchmark O/ S Offset assumed datum) O.R. B. Official Records Book BOW Back of sidewalk PB PC Plat Book Pant of Curvature Cr1 A Centerline Centralor ( Della) Angle PCC. Pant of Compound Curvature CALC Calculated P.C. P. Permanent Control Pant CB CD ChordBearing PG. P. R, M. Pape Permanent Reference Monument C M. Chord Concrete Monument prL Property EL. or ELEV Elevation P.O.B. Pant of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement FD. Found p i Point of Intersection Fm.Fl. Elev. Finished Floor Elevation PRC. Pant of Reverse Curvature I.P. Iron Pipe PT Pant of Tangency I R. Iron Rod RRadius L Arc Length RAD Radial Line LB Licensed Business RES. RA Residence Right -of - Way LS. Mee Land SurveyorMeasured TBM Temporary Benchmark N/D(N&D) Nail and Disk TYR Typical N R. Not Radial Fence symbol (see drawing) X—X- Fence symbol ( see drawing) rof ation: Not vaIN without the signature and theoriginal raised seal rida censed Surveyor and Ma rDroen by: CMvey meets the requirements e F a Minlmum Technical Checked by: DP ms as contained In hepf 1Gt7 lorida Adminisfretive C e.Prepored For: BEAZER Sketch of Lego/ Description Job Number: 01-005-02 This is not a SurveyScale 30Plot Ion performed: 05-05-03 A. Herx, P. L. S. Florida Registe and Su yor No. 3182 Foun d o LionS urvey: Przemhtnleckl, P. S. M. Replster urveyor and Mapper No. 6030 Fino1 Survey: P. Han, P. S. M. Registered Sure r and Mapper No. 6092 Revisions Associates Inc., State of Florida LB 4937 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 105 CALABRIA SPRINGS COVE for which permit 03-00001863 has heretofore been issued on 5/21/03 has been completed according to plans and specifications filed in the office of the Building Official pr'or to t e issuance of said building permit, to wit as complies with all the building, plumbing, electrica ping afqA subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water Subdivision Regulations Apply: Yes No APPROVAL FIRE: Y _. Inspected Sewer C1 112'k {rY10 Lines In Sewer Tap ENGINEERING: Drainage 9 -<6 03 Maintenance Bond PUBLIC WORKS: Street Name Signs ,lZ -03 Storm Sewer 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 Street Paved Street Lights Driveway FEES PAID DATE APPROVAL DATE AMOUNT 6 27/03 5/21/03 7/14/03 6/04/03 5/21/03 5/21/03 5/21/03 5/21/03 10.00 10.00 10.00 10.00 18.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 105 CALABRIA SPRINGS COVE for which permit 03-00001863 has heretofore been issued on 5/21/03 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-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 5/21/03 5/21/03 5,/21/03 5/21/03 5/21/03 5/21/03 5/21/03 5/21/03 279.61 91.93 11.26 847.00 11.26 1384.00 650.00 1700.00 Iba -XLY 4-yu M - 1-&2AjJV)/6 1 03 OWNER BUILDING FFICIAL Fema Rec'd Slab Rec'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE**** DATE I I PERMIT # wSUBDIVISII ' / ' • . I 1 I Inspector App'd EL U-I L[ n;f . o rlNr er 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 wouldresultinagrantingaC.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 t PublicWorks1/1a' m Utilities Conditions: ( to be completed only if approval is conditional) Fema Rec'r Slab Rec ,... Inspector APP' REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE6*66 DATE PERMIT # ADDRESS 1; iGi,. r'-ALS t j V'c— SUBDIVISIONi... a, CONTRACTOR 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.D. or a conditional agreement to be attached to the G.O. tow — Thank you for your cooperation. Engineering_ PublicI Utilities Conditions: (toot completed only it approval boondiuoMl) Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY SINGLE FAMILY RESIDENCE**** DATE I I PERMIT # 0 J (03 TT ADDRESS SUBDIVISION ( Owl CONTRACTOR r v The Building Division has received a request for a final inspection and aCertificateofOccupancyfortheabovereferencedaddress. We would appreciateafinalinspectionofthesitebyyourdepartment. Approval by your departmentwouldresultinagrantingaC.O. for the address. if you have any issues that thecontractorwillneedtoaddress, please submit a statement for denial of C.O. or aconditionalagreementtobeattachedtotheC.O. Thank you for your cooperation./ Una ric,(.;3 , Engineering zc e C) Public Works Utilities Conditions: (to be completed only if approval is conditional) BUILDING OWNER'S NAME BEAZER HOMES. INC. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on paces 1.7. O.M.B. No. 3067-0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION I Forinsurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I105CALABRIASPRINGSCOVE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 35, 'CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): D - #1#' - ##.##' or ##.###N°) NAD 1927 ® NAD 1983 USGS Quad Map 0 Other: PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP COMMUNITY NAME & COMMUNITY NUMBER I SENONE NAME B3. STATE CITY OF SANFORD 1120294 B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REMSED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO E 04/17/95 4-17-95 X(See Comments) 47.0 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9, El FIS Profile ED FIRM Community Determined Other (Describe): 1311. Indicate the elevation datum used for the BFE in 139: [D NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are rased on: Constriction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ (Selectthe building diagram most similar to thebuilding for which this certificate is being completed - see pages 6and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a+ 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 BFE Conversion/Comments Elevation reference mark used ONSITE TBM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) Q. 1 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal stivotural member (V zones only) NA. _ ft.(m) o d) Attached garage (top of slab) 52. 8 ft.(m) o e) Lowest elevafion of machinery and/or equipment servicing the building (Describe in a Comments area) 52. 5ft.(m) o f) Lowest adjacent (finished) grade (LAG) 52.4 ft.(m) o g) Highest adjacent (finished) grade (HAG) 52. 5 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (food vents) in C3.h NAsq. in. (sq. cm) np- William' A. Herx,"PLS Florida Registered Land Surveyor No.3182 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by line or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER William A. Hens PLS 003182 TITLE COMPANY NAME Registered Land Surveyor Herx & Associates Inc. ADDRESS CITY STATE ZIP CODE 769 DougloAuel Altamonte Springs Floida 32714 SIGNAT DATE TELEPHONE t 9,"3 407.788.8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces. copv the conrespondina information from Section A I For Insurance Company use: t 105 CALABRIA SPRINGS COVE I I CITY STATE ZIP CODE Carom NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Zone "X" per Letter of Map Revision (LOMR) Case Number 96-04-129 P dated March 8,1996. Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for useas supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.1 on front of form. E4, The top of the platform of machinery and/orequipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunitys fl odplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is auth&zed by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local lave to certify elevation information, (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official competed Section E for a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity Wplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Constructim Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ , ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions I 4 Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) September 9, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 35 Calabria Cove 105 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 105 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 35, "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, Her & Associates Inc. William A. Herx, PLS Vice President WAH/dd Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping LINE BE Map of SurveyNG L I N 89°40'49"W L 2 S 89°45'58'E KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 & 28 0.37 L2 r0.3' FD 5' 0/S T I I I T FD 5' 0/S LOT 35 8- GRADING 9,121 SO. FT. OpNV O a n a Z a I 10. 12.0 I Op V—NaOIn z—v 17.3' COVERED n o PAT10 D LOT 36 C r" m m mm cAo n na a.7' 10.0 nl(I mp rrrl (AFP-36 aer nrmov o X ao m z A.B Q D 2.8 o zz Ul ONE STORY RESIDENCE z o FIN. FL. ELEV:53.1 N) 10 v rn 10.0 12Oo o 19. 3- IR.O 105. 37' 1. 3J ' I.3' DISTANCE 60. 00' 60. 00' VINYL FENCE LOT 34 CITY OF SANFORD ADDRESS: 105 CALABRIA SPRINGS COVE SETBACKS: Front 25' Rear 45 Side 7.5 ' Corner 25' C/- 0. - - - REFERENCED BEARING P. C.P. CIL CALABRIA SPRINGS COVE N 89°40'49-W 954.46' - .C.P. 50 ' RIW) TRACT F PRIVATE ROAD. & UTILITY EASEMENT LEGAL DESCRPTION.• Lot 35 , - CALABRIA COVE " according to the plot thereof as recorded in Plat Book 60 . Note: Bearin s shown hereon are referenced to the C/L at pages 8 - I 0 of the Public Records of Seminole County. Florida. of CALABRO SPRNGS COVE as being N 89°40'49"W. Vertical datum is based on NGVD per Encqp1heering FLOODHAZARDDATA: The Parcel shown hereon ies within Flood Zone X. construction plans by Burkett Fnam* eerina. i1c. accorckng to the Federal Emergency Mann ement Agency. Letter of Map Project No.'9709'3 I. Revision7LOMR) Case Nunber 96-04- 12 V P. Doted March 8. 1 9 9 General Notes: 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements subsunface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or forrnboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise ruled, 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. Denotes %' iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked 'Witness Comer" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Legend Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book CIL Centerline PC Point of Curvature d r Centralor (Delta) Angle PCC Point of Compound Curvature CALC Central P.C.P. Permanent Control Point CB Chord Bearing PG. P. RM Page Permanent Reference Monument CDChortlPrLPropertyLineC.M Concrete Monument P.O.B. Point of Beginning EL. orELEV Elevation P.O.C. Point or Commencement FINALEL. Elevation (Measured) P.I. Point of Intersection FFin inFl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature I. P. Iron Pipe PT Point of Tangency I. R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES. RAV Residence Rightof- Way LSLandSurveyorTBMTemporaryBenchmarkMeeMeasuredTYP. Typical N/D(N&D) Nail and Disk 7 r/_ Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not va0d withoui the signature and the original raised seal Dra n by: CM o/ a FI rlda licensed Surveyor and Mapper Ch e c Nedb y : DPn the requirements o/ the Fkxida i imum Technical Pr • p o r • d For: BEAZER 17.6FldministrafiveCode. CERTIFIED TO: Job Nus6er: OI-005 02 JANICEL.SIMMONSG.E. Zrhi.etsFEDERAL C. U.Scole 1-- 30' HOMEBUILDERS TITLE SERVICES. INC. Plot plan performed: 05-05-03 d LAWYERS TITLE INSURANCE CORPORATION FenceLoc0lion: 05-22-03 P.L.S. Florida Registered La Surveyor o. 3182 Darse L. Priemieniecki, P. S.M. Registered Surveyor and Mapper No. 6030 Foundation Survey: Final Survey: 06 - 15 - 03 08 - 28 - 03 William R. Herx, P. S. M. Registered Surveyor and Mapper No. 6092 r. Revisions Herx dAssociatesInc., State of Florida LB 4937 J O 2003 CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Description of Work: y+y.ti in tilt t.rrr vttr drrd :ts,., 1, _... .1• • ..: Yr 19Y S 1 Historic District: Zoning: i/ Value of Work: $tfi r--.7 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Foal _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical,'. Residential Non -Residential Replacement New (Duct Layout & _Energy Cali. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wate Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requited for cht:[rer than X) Parcel #: Owners Name & Attach Proof of Ownership & Legal Description) Phone: Contractor Name & Address: „a. F AM COM MEET, ate License Number G. DILW Ri> SW Phone& Fax: ? ASidw' Aa'T ilFtttlac pCWQs ,P ''iF $a4 4•RtJ,FR __- Bonding Company. Address Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: -- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has coma Fenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, 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:' rcgu3atingconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT ITt Yi )t ,' PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTI : In addition to the requirements of this permit, there may be additional restrictions Applicable to s properat may be found in th lie'records of this county, and there may be additional permits required from other governmental entitiya such as wat trianagerntnt districts, state agencies, of f Aeaal agencies. Acceptance of permit is verification that I will notify the owner of the property of a regtnre f Florida Lien Law, FS 713. jylo i Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is — Personalh tinown to Me or Produced ID APPLICA1 ION APPROVED BY: Bldg: Zoning: Initial & Owe) eCial ( vnditions: Signatur Contactor/Agent Date. C=. e i jnss Print Contractor Agent's N• mme l..c Signature of No---n-•State of Flonda Dar Contractor/ALe-.::s 1 el.lal i Known to Me or Producec ID. Initial & Datc) (Initial & Date) (h>,ual & Dar; urp i MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 RL " 8-W rhru Notary Public underwr tos CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: ar D6 Date: The undersigned hereby applies for a permit to install the following plumbing: Owner' s Name: Address of Job: Plumbing Contractor: Residential: Non -Residential N Number Amount Addition, Alteration, Repair Residential & Non -Residential) New Residential: One Water Closet Lo Additional Water Closet bv 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: EC By Signing this application I am stating that I am in compliancew" C Woj/1anfop/,Plutnbing Code. V / plic nt's Signature State License Number Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping LOT 36 Map of Survey LINE BEARING L 1 N 89'40'49'W L 2 S 89° 45 ' 58 "E KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 d 28 L2 1 O ro v 0 a v a aD cni n N rn m m Rl s m rn n m rn mrn u, 0. LOT 35 B' GRADING 9,121 SO. FT. 1p.o COVERED i PATIO 8.7' 10.( FP-36 rAY WIWF 0 A.8 & 0 2.8 Q ONE STORY RESIDENCE c FIN. FL. ELEV:52.1 0 10 o 6.7' ro s 38'w 60'D 12.0. 0 19.3' IQ.O DISTANCE 60.00' 60.00' LOT 34 CITY OF SANFORD ADDRESS: 105 CALABRIA SPRINGS COVE SETBACKS: SITE DATA Front 25• Reor 45' _WERVOLIS 50. FT. - 29.9% Side 7.5 ' Corner 25' LOT SO FT. IMPERVIOUS AREA-2724SO.FT. 105.37 L I AREAS: DRIVEWAY.' 408 SQ. FT. v; LEAD WALK: 43 S0. FT. 4 REFERENCED BEARING P.C.P. CIL CALABRIA SPRINGS COVE N 89'40'49-W 954.46'--aC.P. 50' R/W) TRACT F PRIVATE ROAD. & UTILITY EASEMENT LEGAL DESCRPTION.' Lot 35 . ' CALABRIA COVE " e1 Book Note: Bearings shown hereon are referenced to the C/L according to theo thereof as recorded In. of CALABRIA SPRiVGS COVE as be N 89°40'49"W. of pages 8 - 0( the Public Records of Seminole County. Florida. being Vertical datum is based on NGVD per EngneerngFLOODHAZARDDATA: The Parcel shown hereon ies within Flood Zone W. construction plans by Burkett Engneerng. Inc. according to the Federal Emergency nt Agency. Letter of Mop Project No. 9709-3 1. Revision OMR) Case Number 96-04- 1 2 P. Doted March 8. 19 9 6. General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 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 noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 4 T4e parcel shown hereon is subject to all easements, reservations, restrictions, and Rights-ol-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 dNlances and directions are the same unless otherwise noted. Denotes %' loon rod with yellow pinstic cap marked LB4937 or LS318Z or iron and with red plastic uap 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 Survelmr and IW!PgJr This survey meets the requirements pMe F s Minimum Technical 3teadards as contained In iG 17- lorida Administrative Cape. Darae L. Prxemleniecki, P. S. M. Registereurveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Survelor and Mapper No. 6092 Hent 1: Associates Inc, State of Florida LB 4937 Legend a) Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book CIL. Centerline PC Point of Curvature d C Centralor (Dena) Angle PCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Contra/ Point ce Chord Bearing PG. p. R.M Page Permanent Reference Monument coC. M. Chord Concrete Monument pti property Una El. or ELEV Elevation P. 0. B. Point of Beginning FINAL EL. Elevation (Measured) P.O.C. Point of Commencement FD. Found P.I. Point of Intersection Fin Fl. Etev. Finished Floor Elevation PRC. Point of Reverse Curvature 1. P, Iron Pipe pT point of Tangency 1. R. Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. RNV Residence Rightof- Way LSMea Land Surveyor Measured TOM Temporary Benchmark N/ D(NdD) Nail and Disk TYR Typical Fence symbol (see drawing) NR. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drown by: CM Checked by: OP Praporad For: BEAZER Job Nuw6 r: 01-005-02 Scale : 1•- 30' Plot plop performed: 05-05-03 Foundotion Survey: FinalSurvey: Revisions . FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FP-36 Builder: BEAZER Address: tps Permitting Office: UCity, State: L_,o -t--, 3 5- Permit Number: UOwner: Jurisdiction Number: Climate Zone: Central 1. New construction or existing New , 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 e SEER: 12.10 _ 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1658 ft' c. N/A 7. Glass area & type a. Clear - single pane 247.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 186.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 1029.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 48.0 ft' b. N/A c. Frame, Wood, Adjacent R=11.0, 262.011' 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, 1669.0 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: Con. AH: Garage Sup. R=6.0, 100.0 11 _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 22919 PASSTotalbasepoints: 24090 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida ergy Code. OWNER/AGE T• _ --------------- DATE: O I Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 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 1658.0 25.78 7693.8 Single, Clear E 1.0 4.0 7.0 59.31 0.92 380.5 Single, Clear N 1.0 7.0 23.0 27.96 0,99 633.5 Single, Clear N 7.0 4.0 12.0 27.96 0.65 218.0 Single, Clear N 7.0 11.0 6.0 27.96 0.79 133.3 Single, Clear NW 1.0 6.0 8.0 37.74 0.97 293.2 Single, Clear W 1.0 6.0 16.0 53.47 0.97 828.7 Single, Clear SW 1.0 6.0 8.0 52.82 0.96 406.8 Single, Clear S 13.0 6.0 32.0 44.66 0.49 701.8 Single, Clear SW 15.0 12.0 53.0 52.82 0.47 1327.0 Single, Clear SW 6.0 6.0 23.0 52.82 0.52 626.7 Single, Clear S 1.0 6.0 12.0 44.66 0.94 505.9 Single, Clear E 1.0 6.0 12.0 59.31 0.97 689.5 Single, Clear E 1.0 5.0 19.0 59.31 0.95 1070.9 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 As -Built Total: 247.0 8735.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 262.0 0.70 183.4 Concrete, Int Insul, Exterior 3.0 1029.0 1.40 1440.6 Exterior 1077.0 1.90 2046.3 Frame, Wood, Exterior 11.0 48.0 1.90 91.2 Frame, Wood, Adjacent 11.0 262.0 0.70 183.4 Base Total: 1339.0 2229.7 As -Built Total: 1339.0 1715.2 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1658.0 2.13 3531.5 Under Attic 30.0 1669.0 2.13 X 1.00 3555.0 Base Total: 1658.0 3531.5 As -Built Total: 1669.0 3555.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 186.0(p) 31.8 5914.8 Slab -On -Grade Edge Insulation 0.0 186.0(p 31.90 5933.4 Raised 0.0 0.00 0.0 Base Total: 5914.8 1 As -Built Total: 186.0 5933.4 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1658.0 14.31 23726.0 1658.0 14.31 23726.0 Summer Base Points: 31391.0 Summer As -Built Points: 31985.0 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 31391.0 0.4266 13391.4 31985.0 31985.0 1.000 1.00 1.079 x 1.150 x 1.00) 0.282 1.241 0.282 0.950 0.950 10625.7 10625.7 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 I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1658.0 5.86 1748.9 Single, Clear E 1.0 4.0 7.0 9.96 1.02 71.0 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear N 7.0 4.0 12.0 12.32 0.99 145.8 Single, Clear N 7.0 11.0 6.0 12.32 0.99 73.4 Single, Clear NW 1.0 6.0 8.0 12.23 1.00 97.6 Single, Clear W 1.0 6.0 16.0 10.74 1.00 172.3 Single, Clear SW 1.0 6.0 8.0 9.22 1.01 74.6 Single, Clear S 13.0 6.0 32.0 7.73 2.24 552.9 Single, Clear SW 15.0 12.0 53.0 9.22 1.40 683.8 Single, Clear SW 6.0 6.0 23.0 9.22 1.33 281.6 Single, Clear S 1.0 6.0 12.0 7.73 1.01 93.5 Single, Clear E 1.0 6.0 12.0 9.96 1.01 120.6 Single, Clear E 1.0 5.0 19.0 9.96 1.01 191.6 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 As -Built Total: 247.0 3002.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 262.0 1.80 471.6 Concrete, Int Insul, Exterior 3.0 1029.0 3.80 3910.2 Exterior 1077.0 2.00 2154.0 Frame, Wood, Exterior 11.0 48.0 2.00 96.0 Frame, Wood, Adjacent 11.0 262.0 1.80 471.6 Base Total: 1339.0 2625.6 As -Built Total: 1339.0 4477.8 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1658.0 0.64 1061.1 Under Attic 30.0 1669.0 0.64 X 1.00 1068.2 Base Total: 1658.0 1061.1 As -Built Total: 1669.0 1068.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 186.0(p) -1.9 353.4 Slab -On -Grade Edge Insulation 0.0 186.0(p 2.50 465.0 Raised 0.0 0.00 0.0 Base Total: 353.4 1 As -Built Total: 186.0 465.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1658.0 0.28 -464.2 1658.0 0.28 464.2 Winter Base Points: 4791.9 Winter As -Built Points: 1 8807.3 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 4791.9 0.6274 3006.5 8807.3 8807.3 1.000 1.00 1.068 x 1.160 x 1.00) 0.427 1.239 0.427 0.950 0.950 4422.2 4422.2 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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 , 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 13391 3006 7692 24090 1 10626 4422 7871 22919 PASS 0P"" itPt EnergyGaugeT" 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 606A.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must he met nr PYcppriprl by all raeirlanrraa 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff as must beExternal or built-in heat trap required. Swimming Pools & Spas 612.1 provided. Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.10 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1658 ft' c. N/A 7. Glass area & type a. Clear - single pane 247.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 186.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1029.0 ft' - EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 48.0 W _ b. N/A c. Frame, Wood, Adjacent R=11.0, 262.0 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, 1669.0 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: Con. AH: Garage Sup. R=6.0, 100.0 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: 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 orgreater (or 86for a US EPA/DOE EnergyStarrMdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www. fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: FP36 SANISEL ISLAND 6/26196 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project For: CALTON HONES Design Information weatlier: Orlando AP, R , w Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 38 OF Outside db 70 OF Inside db 32 OF Design ID range RelaM humidity Moisture difference Heating Summary Bub' nrgg heat loss 32850 Btuh Ventilation air cfm Ventilation air loss 0 Btuh Design heat bad 32850 Btuh Infiltration Is . _. Area fez Heal ng Coling Volume (ftP) 14305 14305 Air c ha 0.880 0.40 Equiv. AVF ( Heating Equipment Summary Malmo BRYANT Trade Heating otutput Heatingp rise 0 pBtih fan 1048 cfm Heating air flaw factor 0.032 cfrTO3tuh Space twricslat 93 OF 75 OF 18 OF M 50 % 43 grAb Sensible Cooling Equipment Load Sizing Structure 21911 Btuh Ventilation 1485 BIuh Use Desi i peperature swing 3.0 OF mu Totals equip load 22922E Bb jh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 2818 Btuh Trial latent equip. bad 6180 Btuh Total eWiprnent bad 29108 Btuh Cooling Equipment Summary Mahe BRYANI- Trade ESersblertcy ng 0.0E 0 Btuh Latent am" 0 Btuh Total coofil Btuh Actual coding fan 12W cfm Coding arc flaw factor 0.055 ckn6tuh Load senslole heat ratio 79 % Soldlitalie values have been manually overridden Printout certified by ACCA to meet all mquiwnents of Manual J 7th Ed. Wr - Vght50'C Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-27 14:39:35 E:\Files\Beazer 2002\FP-36\fp36.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: FP-36 SANIBEL ISLAND 6/26/96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Writer infiltration AVF 0.80 ach x 14305 ft3 x 0.0167 = 191 cfm 2 Winter infiltration load 1.1 x 191 cfm x 32 °F Witter TD = 6727 Bbih 3 Wnter mfil ation HTM 6727 Bb ih / 285 ftz Total window = 23.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Sunnier infiltration AVF 0.40 ach x 14305 ft3 x 0.0167 = 96 cfm 1.1 x96 cfm x 18 °F SLrrrmTD = 1892 Bbah 3. Sunman Fftation HTM 1892 Btuh / 285 ft2 Total window = 6.6 Btuh/W and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 96 cfm = 2818 Btuh rroceaure u - tqulpment timing Loaas 1. Sensible sizing bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 °F SuYrnerTD = 1485 Both Sensible bad for sbucture (Line 19) + 21911 Bbuh Sun of ventilation and stuc Lure bads = 23396 Bbuh Rating and temperature multiplier x Equipment 0.98 stung bad - sensible = 22928 Btutt 2 Latent song bad Latent ventilation bad 0.68 x 75 cfm vent x 43 grAb moistdiff. = 2212 Btuh Internal bads = 230 Bbah x 5 people + 1150 Bbah Infiltration load from Procedure C + 2818 Bbah Equipment sizing bad - latent = 6180 Bbatt Construction Quality is: a No. of Fireplaces is: 0 Soldlitalic values have been manually overridden Printout certified by ACCA to meet all requi err en s of Manual J 7th Ed. 4 - Wt rIgFjtSC3Right -Suite Residential' 5.0.64 RSR26016 2002-Mar-27 14:39:35 AME:\Files\Beazer 2002\FP-36\fp36.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: FP-6 SANIBEL ISLAND 6126/96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BTH 2 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 3.0 47.4 7.0 1.5 BR 3 a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 23.0 0.0 FOY a n ne a c n 0 n 1 1 90 1.0 7.0 1.0 3.0 62.4 12.0 0.0 a n ne a c n 0 n 1 1 90 1.0 7.0 5.0 7.0 62.4 6.0 0.0 DIN LAUN/KIT NOOK a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 8.0 0.0 a n nw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 a n w b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 8.0 0.0 a n sw a C n 0 d 1 1 90 1.0 13.0 2.0 5.0 47.4 32.0 32.0 LIV b n w a c n 0 d 1 1 90 1.0 15.0 5.0 7.0 54.4 53.0 53.0 M BR a n ne a c n 0 d 1 1 90 1.0 6.0 1.0 5.0 39.4 23.0 0.0 a n n a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 12.0 0.0 a n w a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 12.0 0.0 M BTH a n w a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 54.4 19.0 0.0 BR 2 a n w a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 t wnghltsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-27 14:39:35mE:\Files\Beazer 2002\FP-36\fp36.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: FP-36 SANIBEL ISLAND 6/26/96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 mcu Narnedroon DIN I.ALNW NOCK LIV1rvrvvuv+.>; 2 Leryhdaposedwel 7.0 ft 2B.0 ft 19.0 ft 10.0 ft 3 Fdlamdmwsiors 13.0 x 14.0 ft 120 x 18.0 It 10.0 x 10.0 ft 16.0 x 16.0 ft41CeigsCondit. Option 120 11heetl000l 8.0ft healcod 8.0ftj healbooi 8.0ft IteaM000l TPECF ICNSOT11-flig HTM Area Load (Blh) Area Load(Blh) Area Load(Bhh) Nee Load(Blh) EWOSL. IRE jcg OF) g Cg ft2) Hg I Cg 62) CAS ft2) Hg Cg 5 Grass a 14B 4.6 21 84 224 Im 8C 5 pceed b 12C 29 1.9 0 0 1 vA* and c 13C 32 12 1 0- perlliors d 0.0 0.00 0 0 e 0.0 0.00 0 0 f 0.0 0.00 0 0 6 do sad a 1C 37.0 0 0 1 2365 0 glass doors b 8C 37.0 0 0 0 0 0 1999 Haa* V c 94 29.9 0 0 0 0 1 0 d 0.00 0 0 0- 0- e 0.00 0 0 0 C 0- f 0.00 0 C- 0 0 C 0- 7 V*xbmard North 20.40 0 0 0 40"" 816 1081 glass doors NEWW 44.60- 0 0 0 16 630"" 0 Cooling EW 54A 0- 0 0 0 8 435 0 SESVV 47A 0- 0 0 0 0 0 0 South Q0 0- 0 0 0 0 0 0 Harz 0.00- 0 0 0 0- 0 0 8 Clhadoors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.90 0 18 179 0 0 0 0 0 c 0.0 0.00 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 84 357 173 224 1032 461 120 553 247 29 124 56 p- d b 12C 29 1.9 0 0 0 0 0 0 72 297 w C 0 0 vsisard C 13C 32 12 120 378 140 70 221 82 0 0 0 C 0 0 parhtiors d 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 f 0.0 0.0 0 0 00 0 0 0 0 0 0 10 Cei4ngs a 16G 1.1 1.41ffi im 252 216 ZE 2999 100 106 139 25E 270 355 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 1 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 C 0 0 f 0.0 0.0 00 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 7 181 0 0 1 492 0 1 299 0 Nola: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 perinater c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.00 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.00 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.00 0 0 0 0 0 0 0 0 0 12 Infll ation a 23.6 6.600 0 18 425 11964 1511 1251 352 13 Sub1oW bss•6+8 +11+12 1139 2896 5235 3B64 Less ext nelhesng 0 0 Less k ands0 0 14 Duct loss 1 114 1 101A 523 101A 386 15 Total loss =13+14 112531 3186 5758 4250 16 hL gains: Pecos @ 30D 1 300 0 0 0 0 2- 900 Appl @ 1200 0 0 2 1800 0 0 C- 0 17 Stdd RSH q*F7+8_+12+16 866 2941 2743 Less exlert>al cooilg0 0 0 0 Less Ia da 0 0 0 0 18 Duct gain 1 87 10" 294 10 2B3 1 274 19 ToW RSH gei =(17+18)-PLF 1.00 R 2 1.OD 3m 1.00 3115 1.0D 3018 a I Air required (dm) 40 S2 1Cq 177 1 184 171 1 135 165 PIiTDDut ow ted by ACCA to mW al fmquile Tees of Mant d J 71h Ed. wrrrgf tSoR Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-27 14:39:35 E:\ Files\Beazer 2002\FP36\fp36.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: FP-36 SANIBEL ISLAND 6126/96 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 rvwrv vti in to Name droom M BR M 8TH BR 214ceiingsLetghdepowdwe137.0 ft 17.0 ft 11.0 ft Rocmdlmeb 17.0x 14.0ft 17.0x 13.0ft 11.0x 14.0ft Qx-& Q*n 8.0 ft1 0 It heaNt of 8.0 ftl haeW - TYPEU: CST mm Area LOW@bb) Am Loscift>) Area Loedw) Area DM30SUW ND. Htg Cig M Htg I Cig OF) Hlg I Cig m Ilg I Clg Hg Clg 5 Goss a 14B 4.6 21 1 F aead b 12C 29 1.9 0 0 0 VA* and c 13C 32 12 0 0 0 perf6ars d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 VNlba6ad a 1C 37.0 47 17d7 1 1 591 glass doors b 8C 37.0 0 0 0 0 Hee6V C 94 29.9 0 0 0 0 d 0.0 0 0 0 0- e 0.0 0 0 0 0- f 0.0 0 0 0 0- 7 Wrd3m" North 2D.4 12 245 0 0 0 0 ghssdoas hE JW 44.6 23 906 0 0 0 0 Cooling EMI 54A 12 w 1 1034 1 870 5EISW 47A 0 0 0 0 0 0Souh0.0 0 0 0 0 0 0 Hors 0.0 0 0 0 0 0 0 8 Ctha doors a 10D 14.7 9.9 0 0 0 0 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 00 0 0 0 0 9 Net a 14B 4.6 2.1 249 1147 513 117 539 241 332 146egxeedb12C291.9 0 0 0 0 0 0 0 0 0 wellsandC 13C 3.212 0 0 0 0 0 0 0 0 0 pab3ors d 0.0 0.00 0 0 0 0 0 0 0 0 e 0.0 0.00 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 238 251 330 221 233 306 154 163 21 b 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 d 0.00.0 0 0 0 0 0 0 0 e 0.00.0 0 0 0 0 0 0 0 0 f 0.00.0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.90.0 3795E 0 17 441 0 11 295 0 Note: rcorn b 0.0 0.0 0 1 0 0 0 0 0 0 0 peinebr c 0.0 0.00 0 0 0 0 0 0 isdispl. d 0.0 0.00 0 0 0 0 0 0 forslaba0.0 0.00 0 0 0 0 0 0 floors) If 0.0 0.00 0 0 0 0 0 0 12 1r1 a5on a 23.6 6.647 1109 312 1 125 16 378 laq 13 SLdbWloss6+8.+11+12 52D4 2384 1749 Lem eftrrd healing 0 0 0 Less tarsier 0 0 14 Dud loss 101y, w"" 101/ 235 100 175 a 15 ToW loss =13+14 5725 1923 16 IM gains: Pecos @ 300 1 300 0 0 0 0 AP @ 1200 0 0 0 0 0 0 17 SubbtRSH gar¢7+8..+1+12+16 3258 1707 1338 Less aftmal aooi g 0 0 0 Lessiradar 0 0 0 18Ductgain1326117110° 1 19 Total RSH ph=(17+18)'PlF 1.0D 3584 1.00 1878 1.00 1472 2D I Air required (din) Iq 196 1 1111- 61 81 Pm- iki t certifiedby ACCA to meet al requirmients of Mamid J 7th Ed. vv 9ft tsd Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-27 14:39:35 c• E:\Files\Beazer 2002\FP-36\fp36.rsr Page 3 Covered Paco Master Suite I a r I 230 a Room 6, 200 J 6I 4'--- I s l yn I - f P. 4 :wcd 5 1 j la' I Ntd Ia Bedroom 2 ; o 4• RBY M. 6' e 7' 2 7' - 4' dryer duct PAC 4 0 .wed Foyer 4 j I I ---14 X42 A/C SLAB 14 to uay '" elm iB BLDR MIN 1My 8 14 Dw _'2'FROM WALL 2 Gar Garage 10x10 rag En QOf' 1'APlRI _ I i i j 01 r• M I A M I•DAt E PRODUCT CONTROL, NOTICE OF ACCEPTANCE 1'GT Industries 1070 Technology Drive Nokomis ,FL 3427.3 W i N 00`63 dANll-DADS COUNTY. FLORIDA MI:TRO-DADS FLAGI.CR BUILDING IIt11LDING CODE COMPLIANCE OFFICE METRO -DAM: FLA(lUM latl WEST FLACi1.lilt ti'I'kla l', SUITI: 16u3 MIAMI. FLORIDA 33130-15(13 305) 375-2901 F,\X (305) 375.29os a).Nrlt.f,(-1'Ult LI( )„valx(: NF:Crlax tot) 375-2327 FAX 0O5) 37S-23Sx JOS) 37S-2966 FAX (J11S) 373.2-)t1I runnu(- r CO.x l.MR. uIVIsu>.v Your application li)r Notice oCAcceptance (NUA) of, (JOS) 375.21N12 FAX (305) 372.633-) I " x Std. Wall - Aluminum Tube Clipped rviullioets under Chapter 8 o1'the Code ol'Miami-Dade County governing the use ofAlternale Materials ant.f Types of Construction, and completely described herein, has been recommended for acceptance by the: Miami -Dade CountyBuildingCodeComplianceOffice (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to sceure this productormaterialatanytimefromnjobsiteormanufacturer's plant ('or quality control testing. If this productormaterialfailstoperformintheapprovedmanner, BCCO may revoke, modify, or suspend the useofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if it is determinedby13CCOthatthisproductormaterialfailston)ect the requirements of the South Florida BuildingCode. The cxpclisc of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0912.05 EXPIRES: tlti/28/200( Raul Rodriguez Chid' Product Control Division TMS 1. 3 T11,E COVFRSIIFFT SF.F ADDITIONAL PAGES FOR SPECIFIC ND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW 0IN11-s1ITTFF This application for Product Approval has been reviewed by the BCCO and approved by the Building Code andProductRcvicwCommitteetobeusedinMiami -Dade County, Florida under the conditions set forth above. APPROVED: OC/ 2y/2Onl 404S0001\pc2000\\ template,\nonce sccepunce cover pge.dot ffV-0- 4-" Francisco J. Quintana. R.A. Director Miami - Dade County Iuilding Code Complim)ce Officc Internet mail address: post master(d)huildingcodcon linc.conl 0 Ilonlcpa);e: http:H%VW •.buildingcodcutllinc.coni PGT Industries ACCEPTANCE. No.: 00-0912.05 APPROVED JUN 2 8 2001 rXPIIIES JUN•2 8 2006 NOTICI: OF ACCE.1"I'ANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, dcsigticd to comply with the South Florida Building Code (SI"BC), 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 ULSCItII'TION 2.1 The I"x Standard Wall - Aluminum T11I)e Clipped '\lulliun and its COMP011cnts shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets I through5of5, citicd "I" Sid. Wall Mullion Arrangement Detail", prepared by manufacturcr, dated 4/28/00, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Controlapprovalstamp; 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 approveddrawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, asshownintheapproveddrawings. 3.2 for Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures arc to be limited only to those appearing on charts referencedaboveandalsolistedintheindividualwindow's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with theapprovcddrawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABE.IANG 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREINIENTS 6.1 Application for building permit shall be accompanied by copies of tllc following: 6.1.1 This Noticc of Acceptance, with tllulliun option indicated. 6.1.2 The Notice of Acceptnticc 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 Acceptancc, clearly marked to show the components selected for the ptoposed installation. 6.1.4 Any other documents required by the Building Official or the South Florid, Building CodeSFBQinordertoproperlyevaluate: the installa " 11 oft lis system Nfanu Perez, P.E. Product Co Examiner Produ ontrol Division PGT Industries 7- ACCEPTANCE No.: _00-0912.05 APPROVI.D JUN 2 8 2001 I.XPIRES JUN 2 8 1.006 NOTICE. OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted ducumentation, including test supporting data, engineering documcnts, are no older than eight (8) years. 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 Soutl Florida Building Code: affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initiallysubmitted, is no longer practicing the engineering profession. d. Any revision or cliange 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 Ming ofa 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. G. 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 theNoticeofAcceptanceisdisplayed, then it sliall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure t0 comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. I:N1) OF TIIIS ACCEPT kNCE r _ Manu • f'cr z, 1'.E., Product Co trt5l •xan incr Produ ontrol Division ANCHORS. IYPE.9•, TTP. Tb " OR - m4voN WIN ENDS\ N CLAI&C Cwwa PRODUCT PR LICT w w - wl*w2 2) WINDOWS MU[ I n TOGETHER FOR DETERMINING VAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W 1 +W2 MULL LENGTH = H ANCHORS: ym-B; _ BOTH CNDS` PRODUCT i i 1R/LIION cwmc PROOICTH . NHM2 1) WINDOW MilliED W/ ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING - -H OR H I +H2 MULL LENGTH = W r._ W_.1 AiCNays ANCHORS: T1Pf. 6•. t' OR b' Rom D" . l M CLt2No PRODUCT it J L TYP. YLxaw Y H CW& C CLt11NC PROowr PROoUCf I W I—i—W2 W W : wlsw2 N . NLN2 12) WINDOWS MULLED W/ ONE ABOVF FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 M 1) MAX OPENING = H OR H I +H2 MULL LENGTH = W OR W1+W2 M2) MAX OPENING = W OR W I +W2 MULL LENGTH = HI NOTES - OR FORANCHORAGE TYPE, OUANTRTY AND LOCATION REFER TO SHEETS Z J AND 5 2. WINDOWS ANY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS J. MULLIONS ARE APPROVED FOR IMPACT & NON -IMPACT 4. REFERENCE TEST REPORT FTL-2902. 29W AND 2975 RobeftLC]a PE # W12 ll[:: l T ~ P.J.P. INOUSTRI AR NG 1 " STD. IDAP acoamr omt P.a SOW IS" W AVW n JI275 MKO A n 312?4 W- 1 C( AZWG I PRODUCTN2 ANCHORS: 11PE. 6 ; x3 BO7M f7o5 \' N RP. YULIAIN Y CLA204C CIAIWC CL47M PRODUCI PRODUCT PRODUCT I- wl-1—w2-1—w1—) w w - w1+w2awJ N - NINe2 M( ILTIPLE WINDOWS MULLED WONE A130 FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 I113) 11AX OPENING - H OR H1+H2 MULL LENGTH = W OR Wi+W2+W3 114) MAX OPENING = W 1 +W2 OR W2+W3 MULL LENGTH = Hl WENT DETAIL WALL MULLION MULLS INTSI 1 5 APPRMC K CO ft" I TIE SOUIN IIoAc A waolk. ..E er Plloolt, omfllOLumm wl. o.leooDe ca+wtlAecc DIEICE ACurrARtEIl0.00- I41L .ot 6620 t 2• OR 6• i- u(xt - }- 12 r.N. Sal atlom nr ww, apposiri Sm cur RAWfS Orr Or ? (50 AS Nor 10 - MAA. C1t/ 10 FOR. a t: _ ._.__. 1.4*-C'~tSL ANDno.N ,• , I ( iiP • ® SACK OIN(R) 1(TrP war et our mwtr A/' yr s¢ wrF // C.1 ....... .......... FOR I' #41AL 'NtALigN PC, r I. YVU ON PICAL AM IION TO WA I ION INcur / ATI/1 J runt I BtCK r2' OR 4•- 1 4F,," MIN.— 1----rmFvtc TYP I (r»)/ u rA=(REO ON pSOr SX)CS SO AS NOr r0wine onuR) WE 11 naoo SLRrry (Iff/) I} /tN(77Aroy MO rGC10 DICK ALL (AS7WRS war BE We cowtrr A00AM99. Str moo II TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE R' Nam. I. FOR WILL SIZE AND OUANTITY OF ANCHORS REOUIR£DSEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET J. OUANT(TY OF ANCHORS FOR MULL -TO -CLIP IS THE SAMEASTHEQUANTITYOFANCHORSFROMCLIP-TO-OPENINC. 2. REFERENCE TEST REPORT FTL-2902. 2903 AND 2975 O ANCHORS SHOWY ARE FOR A PICTORULREPRESENTATIONONLY. FOR CORRECT OUAM/TY OF CORRECT MULRSL REFER AND PRESSURE TS D FOR FWD HE YOURSPECIFICAPPLICATION. P.C.r. 1. usA.LoN 2- OR 4"-1 0000 a" /12 FN Su.fAnotDtoSIACCEREDON CoNCAt'rr } L, a//OSRr SAM Mt. (so As Nor to n RGG( rROUERE wire UCN 0W*J21 (rYP ® SEE Aorc Is I.}• _ _ _ • { AM 11' TAPCON (246/) fl 1 , '. Ij /(1t(IR..IpN MONtll wsT eE DOE MUM vROKO. SR NOR /t TYPICAL MULLION TO STRUCnraF W/rH WOOD BUCK REMOVED FROM CQtjC.. TYPF G. r. 1. tRRt/pn/ j—""r't 1-2' OR 4--1 Is FN. S. us. MINW7.7 SSPoAG"MD i0 . so As Nor t0 NrtRRR( rk ttooO I 26 (TYP1s(E EACH 001CR NOrr /1 tuw. L t{• rAmmw (24sp I-qI(NCRWRWIINCOMRErrOR L FASsnaueluRr. Au (AsrtACRs war et Got COLO" wvRowo. scr Norr /t TYPICAL MUMONTO STR ICT URF WIT( WOOD 81)CK AND CONC nrE "A` T~ P.J.P. 1 a ;/28/ 00 o.« Ire.Rc INDUSTRIES CUP &INSTALLATION DETAIL nlr: t 1 " RobertL © STD. WALL MULLION E. sN4SArwt s<.s,: stwN: n P.E.09112 1070 IrCWAXDar DOW Ad an Isis Naramx a 34275 mmawSi• It 3.2-nMULLSNTS 2-5 ArrRONE0ASC0HRroor—"1HE saunI rLORGA emom OA e7 paot, 5AWROI 0"m eUROWGCaOE CO. RLWKE W CE ACCErTAK(HO 00- 0 912 .et 6620 IMPORTANT: OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT OUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'O FOR YOUR SPECIFIC APPLICATION. 8 MIN. FROM ENDS (TYP) I 14 MAX. 4AX 1 I " MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG 1 1099 8 M1N.j I " MULL C7 _IP FOUR (4) ANCOR LOCATIONS EXTRUSION DWC 1 logo 21 I 8 4 MIN. FROMIFjEND (TYP) L'A'-J I I. MULL CLIP W/TABS R MOV D TWO ANCHOR LOCATIONS EITRUSKW DWG 1 1099 MIN. FROM END (TYP) t" MUr L cr IP w/Tae REMOVED FOUR (41 ANCHOR LOCATIONS EXTRUSON OWG 1 logo Appa EO AS Cou tc II IHICUPLENGTHCHARTSOUTHFt(ojyt {A 1 t,gyEFORIxMULLo", MULL SIZE A' °' v ea oNlsgH I X 2 X 6 I SUK094000Ec0MFOAi rAOFFIC bn0 b: fwtl y. Ic As.:•:enr. 1 x 4 x TP.J.P. •i/2B/OD 2'4 INDUSTRIES 1 '" MULLION CLIP ANCHOR LOCATION44: NOTE.- eL a tcr/ I" STD. WALL MULLION' L REFERENCE TEST REPORT FTC-2902.1903 AND 2976 yC MZ/L logo Ircom"Da o P.O. am IS" s"` '""` ° "' •• N Ka % n »vs MWON1 IL 1 MULLS NTS 3 M 5 6620 i yI 1x2x.125_ 2 Anchors 0-760 70 42 48 129 1 115 107 83 _ 73 _ 67 50. 625 70 61 55 Lu W54 57 49 44 V i 601 63I 41 35 I 31 35 30 27 30 26 23 23 ! 50 17 i76 20 1715 w 78 18 1s 84 10- 8 4AA1 OPENING WIDTH IN INCHES 80 90 100 110 12--0-1 130 16 104 103 1 103 1 103 103 1 103 10: 63 61 61 1 61 61 1 61 fit 52 5o 49 1 49 49 1 49 49 41 39 38 38 38 36 38 29 27 26 25 25 I 25 25 24 23 22 21 20 1 20 20 21 19 18 18 17 1 17 17 16 I x4x.IL0 _ OPENING WIDTH 4 Anchors 50 60 70 80 90 IN INCHES T100 110 120 i 130 160 42° 170 1 170 170 170 170 170 , 170 170 170 170 Oi 48' 50. 625 54 170 170 170 ti0_( 17a i 170 170 170 1 170 170 170 170 170 170_ 170 162_ 170 . 1 170 r 158 157 tlo 170 170 170 170 170_ 170 170 I 170 157 157 157 60 63 1 157 i 143 134 1 127 124 122 122 122 170 160 141 ' 128 119 112 I 108 106 106 106 66 170 145 I 127 115 106 I 100 I 96 93 92 92 72 142 120 I 105 95 87 81 77 74 72 71 CJ I L 76 120 102 I' ll 94 90 83 81 74 74 68 69 63 65 60 63 57 61 55 59 53 7884_ 88 75 65 ( 59 53 49 46 44 42 40 90 72 I 60 53 1 47 43 39 1 37 35 33 31 E 96 108 Ill 59 50 43 i 38 35 32 1 30 28 27 24 41 35 30 1 27 24 22 1 20 19 18 16 38 32 28 1 24 22 20 1 19 17 16 144 1 NOTES ' I. MAXIMUM ALLOWABLE PRESSURE IN PSF. H 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, /` CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET I. LY// 3. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 Robert L Clark P-E. PE # 39712 Structural Vertical Mull Mull Length OpeningA WidthHorizontal Mull Opelr--- 1 ing With I— Mull Length Multiple Mulled Units Mull Length I I Opening Width P. J.P. 1 '4128/00 o•• INDUSTRIES PE SURECHARTSI " STD. WALL MULLION 1070 fir mam As"t PA Oar IS" 5f.*v " ° x.a: V, i v maNow"m n UZ" Marar£ a J4274 MULLS S 5 N 5 1 6620 APPROADASCOMPLr• THiM Soil" INN DAZE }tljZBCs..it ar Y- 7-FLI— FR0mb.CwP41Lommj 61AMI a CODE COMPLIMCEOEEK atrterA.erc un 00 -09l1 4 2 14 1 x STD.' WALL MULLS MAT'L: 6063—T6 1 8 (TYP) Krll m $Z CoWumwraTK MXM dRE J J('1 Rr vno oto oN kanarc eaoE torwtuwcE aii"c: µ.E0000-0102.b T°~ P.J.P. a4/28/00 INousTM s PROFILES row RobertL k,¢s 1 STD. WALL MULLION 1. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 PE OWU roro naox = As* as gar rnn '"' •-+^. M Stnwnuw n 34275 MKOW n J.n. MU115 NT$ 4 5 6620 I II I II I II INSTALLATION MULLION I II ANCHOR I I I ANCHOR I I MULLION ( TYP.) BRACKET ANCHOR BRACKET - CENTS FLOMA 13.0. t'. MANUFACTURER NAM WINDOW FRAME JAMB TYP.) 4-,R FEE # " 8 SELF TAPPING ° SMS (TYP.) 4 SUBSTRATE MULLION DIE NO. 1445 SECTION A -A A A B R LJ EXTERIOR ELEVATION pWG N0: GEN-0452 MULLION DIE NO. 1445 INSTALLATION ANCHOR TYP.) v 4; ; v v ° SEE NOTES 2 & #3 4 1- 7 /8"--I SECTION! B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP AT HEAD & SILL. LA: RAL ALUMINUM CORP. CARROLLTON, TEXAS TICAL MULLION INSTALLATION DETAIL M TUBE MULLION, DIE NO. 1445 DRN: JSAaRw:— — — — OATS: 3/17/02 SCALE: HALF MAIL: — — — — DWG Na GEN-0452 m j eere.xn a.. o mw? Y[osNOLOGY CORP. 250 WIERNAiIONAL PKWY. NEAfNROW, FLOMDA 32766 PNONE #07-605-0365 FAX 407-805-0364 4 t. P GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULLSPANS WDW. HGT. V 53. 000 61.000 74.000 96.000 106.250 26. 000 222 153 92 38 26 38. 375 198 135 80 34 23 50. 625 190 126 74 31 21 54. 625 189 125 72 30 21 55. 625 189 125 72 30 20 63. 000 189 124 70 29 20 72. 000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020039 HEATHROW, FLORIDA 32746 12-Jan-2002 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 4A t5 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION 01445 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 M I FAX 407 8054)366 CA020122 FEB. 19, 2002 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 kA rf FLANGE VERTICAL P.W. SIZES WDW. WTH. > WOW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805.0365 I FAX 407 805-03N CA020123 FEB. 19. 2002 02-0217 Aa 4 DING NO: MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 3 SELF TAPPING SMS (TYP.) MULLiVN DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET 0 v a a 0 SUBSTRATE. W JLLION D;= NO. 1446 INSTALLATION ANCHOR TYP.) v v ;j SEE NOTESav a o # 2 & #3 o v — . 1 - 7 /8" EXTERIOR ELEVATION - E M r , and MASTER FILE # 5NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL A L U M I "I 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. T"Ll: FIN VERTICAL MULLION IN TALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHiEV= 1-3/8" MiN. EMBEDMENT INTO VAJOD AREA: - - ORM: Jc77 APRvD: - - - - DATE: Zi I ";-- FRAMING. wT/FT: SCALE: HALF MATL: ---- DWG NO: PREPARED 8r. PRODUCT TECMOLOCY CORP., 250 ,NTERNATfONAL PKNT, MCAF"ROA'. TLC.RQA 5:74i a CNE 407-5D5-0365 FAX :'-"=-'•__ GA. 6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WOW, HGT. V 26.000 19.125 758 26.500 705 30.500 705 37.000 705 48.000 705 53.125 705 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 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WOW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 605-0366 CA020036 JAN. 11, 02 01-1201 DArG rj0: J-G-115O MULLION ANCHOR @) INSTALLATION BRACKET ANCHOR TYP.) WINDOW FRAME JAMB TYP.) 3 SELF TAPPING SMS (TYP.) nnv_uvIJ DIE NO. 1448 SECTION A— A mill" MULLION ANCHOR BRACKET 0 v a c SUBSTRATE MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES a ° a o # 2 & #3 7 / I SECTION B—B B MANUFACTR N EXTERIOR ELEVATION/wA MASTERFELElt n/rrzAL ALL/M/NL/M NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO, 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.dDETA;.- EMBEDMENTSIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR. OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN, TITLE: FIN VERTICAL MULLION INSTALLATIOINTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 3) IN WOOD FRAME CONSTRUCTION', ATTACH MULLION TO SUBSTRATE USING #10 AREA. __-- ORN: JSAPRVD: ____ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8MIN. EMBEDMENT INTO WOOD FRAMING. wT/FT: ---- SCALE: HALF MATu _--- 01NG HO:G` = I i PREPAPED Br. PRODUCT TECwXXoOT CORP. 250 lNTERNATtCt4AL Pgr "W"Row. fLCRIOA 3274E PMONE 407-BOS-0365 /Al 407-!-5- '- GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE 01448 Cp F. VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 36.000 18.000 506 24.000 427 30.000 390 36.000 379 48.000 379 53.125 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 4 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 80SMW I FAX 407 805 M CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q ZT/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054366 CA020038 JAN. 11. 02 01-1201 G SHEATHING BY OTHERS 8 INSTALATION ANCHOR SCREW SHOWN (TYP ) EXTERIOR — \ FINISH BY OTHERS PERIMETER CAULK — BY OTHERS FIN TYPE WINDOW FRAME HEADER CAULK BETWEEN FIN h SHEATING 1" MIN. EMBEDMENT 2 X WOOD BY OTHERS SHIM AS REO'D. # 8 INSTALATION ANCHOR SCREW SHOWN (TYP ) SEE NOTES) 2 x wow FIN BY OTHERS WINDOW EFRAME / CAULY -+rTWFEN SHEA Et FINJAMBBYOL -PS WAI SHIM AS • SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH EXTERIO R II + XT RI R BY OTHERS PERIMETER CAULK BY OTHERS N4NDOW SECTION 2 HEIGHT WINDOW WTH. ANCHOR (TYP.) 71F. O 01 O O FIN TYPE o / o FRAME SILL STOOL % FRAME SILL By OTHERS 24' O C. MAX. (TYP.) 0 0 WINDOW T— EOUALLY SPACE ANCHORS (TYP ) HGT. 0 0 0 / o PERIMETER CAULK BY OTHERS SHIM AS REO'D. o 0 SEE NOTES) o 0 0 o O 6(TYP') 8 SCREW INSTALATION V 2 x WOOD ANCHOR SHOWN BY OTHERS TYP.) j 6 MAX. (TYP ) CAULK BETWEEN WINDOW FIN dr ELEVATIONEXTERIORSHEATHING FINISH 1 MIN. j 11 By OTHERS EMBEDMENT VIEWED FROM E X T E R ib R SHEATHING SECTION 1 BY OTHERS MANUFACTURERoNA s C,,rly &a/ d;'LUM'Af UM --- MASTER FME# 3 -- COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF #8 SCREWS NO. OF 0:090 NAILSSIZEINCHES) CAPACITY IN PSF REO'D. IN FRAME REOD. iN F YADTH/HEIGHT EXTERIOR INTERIOR HEAD SILL O EA. JAMB HEAD SILL O EA. JAMS 16 X 30 109 109 2 2 12 2 2 3 16 X 40 83 83 2 2 3 2 2 3 16 x 50 63 63 2 2 3 2 2 3 1 X 2 3 20 X 30 86 86 2 2 2 2 Z 20 X 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 O X 60 48 48 2 2 3 2 2 4 28 x 30 57 57 2 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 % 60 40 40 2 2 3 2 2 4 30 x 30 52 52 2 2 2 2 2 2 30 x 40 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 4 30 X 60 40 40 2 2 3 2 2 4 38 x 30 41 41 3 2 2 38 x 40 40 40 3 3 3 3 3 3 38 x 50 40 40 3 3 3 3 3 4 X 40 4 3 3 3 3 3 5 40 x 30 40 40 3 3 2 2 40 x 40 40 40 3 3 3 3 3 3 40 X 50 40 40 3 3 3 3 3 4 a0 X a 4 3 3 3 3 5 7 4 4 4 4 4 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4-, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATIONS. FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING 0,090 IN. CIA NAILS OR /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I" EMBEDMENT INTO SUBSTRATE 8) IF EXACT WINDDW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. 4 1001 W. Crosby Rd. • CorroMon, TX 75006 • P.Q Box 819022.OcRos, TX 75381 on—c DEsCAnT a• ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WW4NDOW 0Q..4. a. I C-0 s. I scw.E BB N/A CRCs • ff DwtE Dd w•rwBEp 71/05/01 8 Gc:. —007.5CATEISIM x SHEATHINC BY OTHER'. CAULK el EXTERIOR F BY OTHERS PERIMETER CAULK By OTHERS FIN TYPE FRAME HE GLAZING (T'.. ., r,F mmurtSEENOTES FIN TYPE - FRAME SILL PERIMETER CAULK — By OTHERS / p8 IN57ALLATION J ANCHOR SCREW (TYP) Ex1ER:OR FINISH — BY OTHERS CAULK BEHIND FIN — SHEATHING BY OTHERS NGTE 1) DESIGN PRESSURE CAPAC+TY OF WINDOW & INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING OC99 IN. DIA NAILS. PLACE 099 NAILS 6" FROM3DDWNCORNERSMAX & 8' O.0 MAX. BETWEEN. TIERS 3) FOR INSTALLATION OF FIN FRAME WINDOW W WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 18 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6' MAX. FROM CORNERS & 24- O C. MAX, BETWEEN. 4) SHIM AS REO'0. AD:ACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWA13LE SHIM STACK TO BE 1/4 nSTALLATON WINDOW FP.AME MATERIAL ALUMINUM ALLOY 6063 HOR SCREW (TYP) 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 SHIM AS REO'O. GLASS CHARTS. SEE NOTES 9) BUILD DOWN AROUND CLRvED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS, BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOt;ATELY TRANSFER LOAD FROM WINDOW TO THE 1/4- MAX. STRUCTURE. ELEVATIONS1SHIMSPACE10) SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT uSE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/7900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CEr-URAL- FLORIDA B.O.A.F. MANUFACTURER NAME: MASTER -F-E# R HEIGHT 1/4- MAX. SHIM SPACE SHIM AS REO'D SEE NOTES 1" MIN. \-- 2 X FRAMING EMBEDMENT BY OTHERS YAP HE ELEVATION VIEWED FROM EXTERIOR SECTION 1 I WI) HE 1/4- MAX. r SHIM SPACE i STWO BY FRAMING HIMa5REO'D Br OTHERS FIN TYPE FRAME JAMB i MIN EMBEDMENT SHEATING BY OTHERS GLAZING ( TYP.I CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS TERI R 8 INSTALLATION ANCHOR SCREW (TYP.) WINDOW WIO THPERIMETER CAULK BY OTHERS SECTION 2 ELEVATION VIEWED FROM EXTERIOR i 1001 W. Crosby PA. CorroPoo, TX 75M -P,0. Box 819OZ2 • Doffas, TX 71,33; DR.— C OESCAFTA. FIN INSTALLATION DETAIL DESIGNER SERIES 1100/1900 PICTURE WINDOW x , N / A czkza D»G ww3C ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE i WOOD BUCK CONCRETE OR MASONRY OPEM9NG BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER ONE BY WOOD SHIM AS REO D BUCK BY OTHERS SEE NOTES) 1 1/4' MN. INSTALLATION ANCHOR BUCK WIDTH EMBEDMENT 3/16- DIA. TAPCON 1/4' SHIM ( - SHIM AS REWD SHOWN FLANGE TYPE SPACE MAX (SEE NOTES) CAULK BETWEEN WINDOW FRAME WOOD BUCK k JAMB G CONCRETE MASONRY OPENING OR MASONRY BY OTHERS OPENING BY OTHERS d INSTALLATION41AI1 BED MIN. 3/16- DIA CHOR EMBEDMENT © TAPCON SHOW PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW WIDTH MASY OPENING 1/4' SHIM BY OTHERS SPACE MAX. EXTERIQ$ CAULK BETWEEN EXTERIOR WINDOW FLAN FINISH SECTION 2 WOOD BUCK BY OTHERS WINDOW WTH. A B C WINDOW BUCK NE104T I I HEIGHT FLANGE TYPE SILL STOOL WINDOW FRAME BY OTHERS SILL WIN PERIMETER CAULK\ L I H BY OTHERS n 4 Q CAULK BETWEEN WINDOW FLANGE 6: PRECAST SILL WITH VUL.KEM PR ECASR SILL 115 ADHESIVE CAULK OR BY OTHERS APPROVED EOUAL SECTION 1 GENERAL NOTES.. 1) 514M AS REO'0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATM$L' ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WIDOW RANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ALIVE CAULK OR APPROVED EQUAL 4) APPUCATION OF VULKIM IIS ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IN ALSO QUAUFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT AM APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. DOW E K 2 G T ELEVATION VIEWED FROM EXTERIOR C ppIiTgFFLA.L/,FLORMA.. j R..'0.LF. AiY.Cil G:r AC i M Nt3.1ri'iC c G VER 4 A!. urtt l uM COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART E K 2 G T ELEVATION VIEWED FROM EXTERIOR C ppIiTgFFLA.L/,FLORMA.. j R..'0.LF. AiY.Cil G:r AC i M Nt3.1ri'iC c G VER 4 A!. urtt l uM COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHPI CAPACITY IN PSF LOCATIONS WIDTH/HDGHT EXTERIOR INTERIOR HEAD JAMSSIZE 12 19 1A X 26 99 99 B F,G 13 19 1/1 X 35 3A 73 76 9 F.G 14 19 1/1 X S0 SA 59 59 6 F,G 14+4 19 fA x S4 1/1 S4 S4 B F,c 14+5 19 f/1 X 55 5A 52 52 B F.G 15 19 1/6 X 63 45 45 B F,G 16 19 its X 72 40 40 F.0 1 IH3 1/2 X 26 2a t/2 X 36 3/3 61 51 61B 51 B F,c 1144 26 1/2 X 50 5A 44 44 6 F,G 1H4+4 26 1/2 X 54 3/6 42 42 B F,G F.G1H4+5 26 1/2 X 55 6A 41 41 B 1N5 26 1/2 X 63 40 40 8 F,G 26 / x 72 40 40 F.G 3OX2 30 1/2 X 26 56 B F.G F.G3OX3301/2 X 36 3/1 44 44 40 B F.03OX4301/2 X 50 5A 40 40 B B F.03OX4+4 30 1/2 X 54 5A 40 40 B F.G3OX4+5 30 1/2 X 55 5A 40 40 B F,G3OX5 3OXG 30 1/2 X 63 30 1 72 40 40 40 H 2 3412 26 51 51 8 G 23 37 X 36 3/840 40 B F.G 24 37 x 50 5A 40 40 B F.G 241-4 37 x 54 5A 40 40 B F.0 24+5 37 X 55 3A 40 40 B F.0 25 37 X 63 40 40 B F.0 H,1 24 37 x 72 40 48 X 36 3/1 40 40 B F.G 48W 4a x 50 5A 40 40 B F.G 484+4 4a X 54 6A 40 40 B F.G.H.1 464+5 4a X 55 6/0 40 40 B F,G H,I 4863 4a x 63 40 40 B F,G.H.N 32 53 fx 6 45 45 B F.G1/8F,G 33531AX363A4040B34 53 1A X 50 !1/1 40 40 B F.G,H.1 34+ 4 53 1A X 54 5/1 40 40 B F.G.H.1 34+ 5 53 to X 55 6/1 40 40 B F,G,H.I 35 53 1A X 63 40 40 a F.G,H,1 53 t X 72 40 40 B F HI N=. 1) WMERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE OESGN LOADSWILLBEUNITEDTO40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF A]LEVED IN TEST- 2) INSTALLATION: FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE 3/16' DIA. TAPOON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL #5 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPUED INSTALLATION HOLES. 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SZE. FOR THE APPROPRIATE DESIGN PRESSURE REOD. ti.., ...,, ...,. a,.., nne.,..•r... e...., .,., .n.sa v- W7 gas-I361 C.C Q. 130WppENpE/N/Gf'''I(NEERINd 9EC JOB No, CORPORA I 0 Emgra J0B NME 1428 VA8'8M 9T1'UET' , SkEfT NO. OF 0 .At=. FIL 02804 CALCVLXTED BY __.... DATE I DRAWN 9v DATE G,I 1;„ .a " g„ Y 411 i o,tsT a6 eAail a cFta.B-v.too C.6t>E,r E9IT 10aa 61a 5TR3P (PL.A, Suvti.taDe L&Te&r) D rT1o J ANEi- Amrzkoas , 2-or x a'i' m • G _ MAx w/ Ca) E/11,1' dd T..p coa 9 9 qa _ -1v 1 a Ptm.k)" ,, & e 4 5 i OQ = 1' W Gito$9 W I R S A+ l J Cy .o'-F1-+ew. bloc co es H0944e 1 41pE S CAST14 Ada A IS EA Aw,- CSi 1 i Co. s 4ci EePp NI ANCi e F ie c JQ. _/_ v No-i: o Glnl-sr, i3lo lt- DrtAns'd +a mph W _ Lore % , NA Sm v ; Jr '10: -. CD o 2-A !s . !e --r 01 to i c-%JR.&le Apr Cs . tort - 1,-I.,,II 11-311i-EIF, i?-Q6 x'WN6y fi 9Z007 .9 ,I h BOWEN ENGINEERING SEC JOB No, JOB CORPORATION NMIE EM20 1024 VIi SU46R UrP EET' , SHEET N0, or ORL, FRS 02004 C&CU ATO By ,_..._ OATS i DRAWN pq?t I. JJ ,"we y 4 11 MAC S 1 LL , Y'r.M 6 @ Ne*/ L E A S 0,= s TU a c 6a Rl IE A (FLA . ZLP(m. eooig Umzr v 9 I O..s 9TR I P (tat.A, Swes. GoOFs i d'1&—r) e'D rTi0IJ go10-+iO EcA Ja f-frittfe'l Ca s"O.a m • G . Mc x w/ c1) i'/N rMi.s r-._6eA ) a,4 Ewams ss I Re;, fotGEr+ 9:-.s so ap r '5 O R 2" trt i d ca4v, e'ie bloelacoves / Mva- ioe -y Pe 5 CAsTo-4 CAdd t.-4a Qol d fPe 4. 0 r e e 1' I ANJ PG ieee R E M c0IE JQ. Jo ~ s . G, 1 n- y LB I o 1` D cp 120 m P G[ 1'^ o.y ..-.... . w cp a v., i k I.A 6 Q 1I6w prc' 9 . ly'- tpl; x'NYNfiy;n eLli)(.i'Ir i' JUL-26-2002 02:52 AM A Ar AI,r4 i'1)TtMN • M* TO; rwvy Pat; poks. A M1 KA , t OA 7 Tl oft mew un wzMM 4 HuAuc9NE ENGINFs EjuNG & TESTING mc. P p ('imnMI#d F rW* et I."" A4 Dal(" Worin &a * Atr Prosuipe Tole J* 12ft 2001 REPORT NUMBER: HET1411-loa INUK3 UFACTUM: mulia, Ift. MOO I%ir D&% SU b 107, I3 V. DoU, CA 91731 ThSl'I.(X'ATI()N, Htmicano Hnowevia8 k 7'ertlea Inc. 8132 NW 64 8w M. mt4 FL 33166 NOTUXATION NO: IMnQ1028 ([Q .N114 ADD COLIM, r,LORIDA) SOCCI LIST G No.: TL - ORA 1.AFi c"KR1'1i+u'A17(N NitMHFsR: 0141417.01 PRODUCT: HuHaw Gnaw Bkwk WAII/Window PRODUCT DESCRg*1'ION: HoUow MR Blocks Komiml Dimnemiom: 7 314" it 7 3/4" x 4" PRMLTCT slu! V' wide x 72" hi8h DRAWING NUMBER: 97.18. Al-Femm CorDa'eblon. DMW 4.12.97 N0P'B'. h=rlwNwddrawing is un tntepaNu!-) grfhts igxn DE61ONLOADS W., +85 nod 4K TEST wrm'SSAED ST. (ad) or pwrtbl) 3yed WON Nor PbD. (EMM) 1 udyPhu* aIm W. LamWo A Uvi41.1. (HBTI) WI' 1T'A,lmwoBNCiII+ M, Hector M. Idinx, P.B. (Hp) 632 NON #0 MFW. ftri, "G. 3710& Awo (30 1076O, Fm (MI W.?M nev:•+ww. n.aah.00m hNw •ell'.. . `Y+ 64 mlY •Na q I FeMe T•: T.wy /ri,WA W7 4+1w"r: 4 M U+Wp 00/iRil'• Coat v"Won Deana PRODUCT: MR14 Bellow Gum Ulm* Wall/WindewnrjtmDr'I'ION Or u.vn 72 • wide ! 7r' highve. e,iar eiV N0110.1bod MATEM" CIIARACTZRIsTIC! GbLzieg Mat"Wt 7 VV x 7 314" x 41, Hollow GLw SloobQlazlttfM! odum t Aeeaalitt Glen 91601c Ddfertar wlee•dlrg AS'Mf a87 fEr TypoStVour a o"Son opmdi: 72" wtda a 7r, high GOMM L 4LUS BLOCK USI off_ ale. ae+ ne. mcm. wan.. 71W horizontal jainL were radew:ed with* I-S1Y" wide berizoatal udder type (f- n C. wire mys).ael .qwm aISt"" wire) 100% NSoom "mum was applied along the Dear oerl nom beatvmwoodbaskmWirkwblacks. t Sktelm wow hw%Uod to a 4t 10 =Mimi S YP #12 wood *ante. IMTA" ATION PERNSITER A I•a/a'r a 2V z 0.037'• thL* won tle w n banded to dw Pwi UMW flaw bloelar end eoebored to tbw r u Wmbkan wi* (2) N10x11 *" Mood =am With VmebW , 480" NO, MLTW-1041 Oupaof7. JUL-26-2002 02:52 AM P . 0 4 01M • t' 1 r it(17:i1N1 Tro RM.w T r :'x"m "',"; 1 .1 a T1wnft an, a =Rlg 1j 4 Teel it"Oki r..j&. e..d. AJ6 e.r— Prwurr IPA DDMica Taod DdsWoa Rat^ -- 8d DWIsdioa (inchm) Ae wmy ir%'tt) am=&) 0 Fialfl!olt d4 1 0.01 1 11.1)(1 1(1.0y t,1N11 1f111 I 20 1 1 a 12 12 jo 191 "d q»i9 q,413 94 30 Half told 44 0,01 0.08 0.00 1(lfl t 41M 0.23 JE 0.00 100 30 TMt K at/ 1ati 0.37 EL 0.01 97 30 V..— 4ow"'s.n mu Pwlur" ao m occwaanca nrm AWM ('jfV-W. CON&Iian 116 o7otwu v u tl"6 io uoordaaoo WO Protocol PA-94-202 of Miami•Dr de C4=*, Rbelda wwvm my dv Waswo Matt am the paftmim nq*wnonw ofAirA apio m. It alw=a an coda ooofBwthmBoadinswo 1701.A. Tbo onvic wasiatact at tlto oomb d4a of NOW, % he ahem ewhr wore obtained MOMS tier dalgn Wj(an rnalhodR whtoh t"dj(OW cw*lf ao %Wth 00 POIW 4cd egWmmontt ofthe rvfb#*##evw. jfwalww. AM MPH doer WA coo aws certjllcatlon oftAt:pecowou fated, Sy" WSW Ali, Phi D. P.R. ff ident Her :vt Medbnt<, RuldwaNIhm RIW NO. FN. 14i- C41 hp 3 10 1, SHIM AS RE'O'D SHEATHING (SEE NOTES) 3Y OTHERS CAULK a'ETWEEN DOOR FLANGE 6 SHEATHING ORI BY OTHERS PERIMETER CAULK BY OTHERS Au hAL l SLIDING GLASS ' DOER FRAME SILL 1 D A INSTALLATION ANCHOR a8 SCREW TWO BY WOOD BY OTHERS T/a• MAX. I SHIM SPACE MN zz EMBEDMENT LS SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) s s_ o-- DOOR vIDTH SLIDING GLASS I DOOR FRAME JAMS TEMPERED GLASS TYP.) MAX. SHIM SPACE TWO BY WOOD 1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SE. NOTES) NS i ALLA i {ON ANCHOR R8 SCREW CAULK BETWEEN DOOR FLANGE S SHEATHING PERIMETER ' L-- SHEATHING \ By OTHERSCAULKBY TEMPERED GLASS — OTHERS STUCCO (TYP.) GR SIDING 3Y OTHERS SLIDING GLASS DOOR 114TERLOCK DOOR HEIGHT SECTION B-B Al D W/' B 1 E 3 D A EMBEDMENT EXTERIOR ELE`ATION d A 1-1/4' MIN 2 PANEL DOOR SHOWN O D D LIBERALLY APPLY _/ %__ CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR I 1 f^ OF CONCRETE 3/16' DIA. TAPCON t SECTION A -A v F6 112002 INSTALLATION ANCMCiR 8 SCREW TWO BY WOOD EY OTHERS CALK BETWEEN HOOK STRIP 6 SHEATHING 1-1/3' MIN. EMBEDMENT SHEATHING 3Y OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL NO!.- S' 1) DDOR MAT-RIAL ALUMINUM ALLOY 6063. 2) AB INSTALLATION SCREWS MUST BE OF SUFFICIEN7 LENGTH TO ACHIEVE HIM. EMBEDMENT OF 1-1/9• !NTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. ENBEDMEMT OF 1-1/4• two MASONRY OR CONCRETE. 31 INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. A) USE SILICI)NIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD t JAMBS 5) USE SILICD41ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT MOOR SIZE 'S NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED VTTM NEXT LARGER 'siZE. FOR THE APPROPRIATE CESIGN PRESSURE REO'D, 7) FOR POCKET DOM SIZE; USE CLCSES' BYPASS DOOR SIZE t CONFICL'RATIOM TO FINISHED 9ENING. PLACE !%'TALLATION ANCHORS. IN FRONT "F HOOK ;TRIP AS SHOWN, D) GLASS TNICKNESS MAY VARY PER REOU!RENENTS OF SSTM E1300 GLASS CHARTS. 9, DOW. u I- IS APPRDVED ISIMG TENPEPSC GLASS 1. :!NGLE GLAZE: 3R INSULATING GLASS 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A `MALL JOINT "E1,m SEALEP. 11) SHIM AS PEO'D. AT EA SET OF INSTALLATION ANCHORS. MAX. ALLOWsJLE SHIM STACK TO Sr ;/A' l2) ALL 'NS7ALLATllOm ANCHORS MUST BE MADE OF CORPOSION RESISTANT MATERIALS. t3) WHERE •X' PEPRESENTS MOWING PANEL AND '0' REPRESENTS FIXED =AMEL APPROvED CONFIGURATIONS ARE AS D!STED ON ANCHOR CHART ONBACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAv;NG. HOWEVER INSTALLATION SECTIONS ' A —A', 'B—B' 6 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGUPATIONS. 15) FLORIDA EXTRUDERS IQOD SERIES SLIDUY GLASS OOGR IS SHOVN TH:S PRINT ALSO APPLIES TO 2000 SERIES AND 530 SERIES. REV) DESCRIPTION DATE IF EX L0PIDAINT1.RINC.KS SaNF[ 3RD FL MLL SLIDING GLASS DOOR INSTALLATION WITH G SCREWS IDRAWN BY: 33 APPROVED BY: I ATE: 12/17/01 SCALE: NT DWG ;:LEI0027 SmI I OF " ON 8 SCREW INSTALLATION ANCHOR CHART NCM;NAL DOOR QUANTITIES IN HEAD 8 SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIPDOOR SIZE AND SIZE UP TO 46 PSF TO 61 PSF TG UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, OX, XG 48 X 80 6 6 6 8 8 8 a 4 4 5068 Xx, OX, XO 60 X 80 6 6 6 8 8 8 4 4 4 6068 xx, Ox, x0 72 x 80 8 8 8 8 8 8 4 4 4 E068 xx, OX, x'j 96 x 80 10 10 10 8 8 8 4 4 4 10068 xx, OX, XC 120 X 80 12 12 8 1 8 8 4 4 a 5080 xx, Ox. XO 60 X 96 6 6 6 i0 10 t0 5 5 5 6080 xx, OX, XO 72 X 96 8 8 8 10 10 10 5 5 5 SOSO xx, Ox, x0 96 X 96 10 10 10 10 10 10 5 5 5 10080 xx Ox XO 120 X 96 12 12 12 10 10 10 1 5 5 5 50100 xX, Ox, x0 60 X 120 6 6 I 6 12 12 12 6 6 6 60100 xx, Ox, x0 72 x 120 8 8 8 12 12 12 6 6 7 eOI00 Xx. X. x 96 X 120 IIII 12 1 12 12 6 7 1 8 9068 OXO 109 i/8 x 80 12 12 12 8 8 8 4 4 4 12068 OXO 145 1/8 X EO 14 14 14 8 8 8 4 4 I 4 15068 OxO 181 1/8 X EO 16 16 16 8 8 2 4 4 4 9080 OXO 109 1/8 X 96 12 12 12 io 10 10 5 5 5 120SO OXO 145 1/8 X 96 14 14 14 10 10 I 10 ( 5 5 5 MEO OXO 181 1/8 X 56 1 1.6 16 10 to 10 5 5 5 90100 Ox0 I09 1/8 x 1.20 12 12 12 12 12 12 5 7 3 120100 OXO 145 1/8 x I20 14 14 4 12 12 12 5 7 8 9068 XXX 106 5/8 x 80 i2 " 12 12 8 8 8 l 4 4 4 12068 XXX 142 5/8 X 80 14I 14 14 8 8 8 f 4 4 4 15068 xxx 178 5/8 x 80 8 8 8 4 4 4 9080 xXx 106 5/8 X 96 12 12 12 10 10 10 5 5 I 5 12080 XXX 142 5/8 X S6 I 14 14 14 i0 10 10 I 5 5 5 15080 xxx 178 5/8 x 96 1 16 6 16 10 10 10 5 5 90100 XXx 106 5/8 X 120 12 I2 12 12 12 a 7 8 1 '•IZ xx.x 142 5/8 X 120 14 1,4 12 I2 12 I 6 7 8 i0068 OXXO 119 5/8 x ?0 12 12 12 6 8 8 I 4 4 4 12069 CXXG 143 5/8 X c0 i4 14 18 E I 3 3 i 4 I16068OXXO1915/8 x c0 t3 1s 1 e j 8 I 4 4 I uxx li9 5/ 0 12 12 12 12080 OXXO 143 5/8 X 96 14 l4 I 14 is 10 10 5 5 5 16080 OXxO 1 191 5/8 X 96 18 18 1Q i^_ 10 10 1 5 5 5 1 100io-3 OXXO 119 :7-/8 x i20 1 12 12 12 I2 12 6 7 8 120i00 OxXO 143 5/8 X 120 14 14 14 12 12 12 6 7 8 160100 OXx.1,' 191 5/8 x I20 18 is 19 12 12 6 7 1006S XXXX it/ 1/4 A ':U 12 2 12 8 4 4 1c068 XXXX 141 1/4 X 20 14 14 14 c 8 4 4 4 1=068 XXXX 189 i/4 X c0 16 15 16 8 2 6 i 4 4 4 10080 XXXX 11 i/4 X 12 12 12 iU 10 iU 12050 XXXX 1.41 I/4 X 526 14 14 14 17 10 0 5 5 16080 xxxx 1°9 1/4 X = 15 16 16 ii 10 i 10 5 5 5 100100 XXXX 117 1/4 X ,%fj 12 12 f 12 12 ff 12 5 7 8 i2oiCO XxXX 141 1/4 X 1%0 14 14 la 12 12 4 12 5 7 8 601G3 xxxx i39 1/4 X 120 16 16 I I 19 12 12 5 7 v n..n,, nnru.." . ,r. .n nv .,nnn 1. ,r,, - eu n.I('-.:nr1 n:Tt r f FLORIDA EXTRU2, S INT. IN. sNFcD, _ TiTIE: S1.1:1NO ULASS LnCP INST-_( AT1CjN %d1TH p3 :mot*\WS L.UNI NL;L UK SHIM AS RE'C'DMAS^NRY OPENING SEE ta•TES) BY Vm—zS CAULK BETWEEN NCHED002FLA L Wl:i?: BUCK CAULK BETWEEN PERIMETER CAULK BY OIHERS WOOD BUCK t MAS'Y. OPENING/ BY OTHERS STUCCO 4BYQTH£R D D INSTALLATION ANCHOR 08 SCP.EW (TYP. WHERE - TAPCONS ARE NOT REO'D.) SLIDING GLASS DOCK FRAME SILL 7 d d A D L13ERALLY APPLY CAULKING UNDER SILL OR SET SiLL IN BED EF CONCRETE v INSTALLATION ANCHOR 3/15' DIA. TAPCLN INSTALLATION ANC OP 8 SCREW (TYP. WHERE ONE BY WOOD 7APC3NS ARE NOT REO'D.) BUCK BY OTHERS FI 1 1/4• MiN. EMBEDMENT r 1/6' MAX. p >] I SHIM SPACE SLIDING GLASS DOD? FRAME HEAD TEMPERED GLASS (TYP. DOOR HEIGHT SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS I*— S.G.D. WIDTH 1/4' MAX. SHIM SPACE I 1/4' MIN. FEMBEDMENTONEBY WOOD I BUCK BY OTHERS CAULK BETWEEN Q WOOD BUCK t MAS'Y. OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 3/16' DIAL TAPCON CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON SLIDING GLASS DOOR HOOK STRIP 1-1/4' MIN. EMBEDMENT 1 T CONCRETE OR MASOMP,Y OPENING BY OTHERS 7 l fG Z CAULK BETWEEN WOOD BUCK t MAS'Y. OPENING BY OTHERS CAULK BETWEEN MOD( STRIP t WOOD BUCK V, ONE BY WOOD BUCK BY OTHERS STUCCO -N BY OTHERS as;diaq/" A& B.O.A.F.TEMPER£D GLASS 49 SECTION B ANi7FACTiTRER (TYP.) P c ' SLIDING GLASS DOOR a ` Y INTERLOCK MASTER FEU #_ HOOK STRIP DETAIL DIfIi$ A 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) TAPCOM TYPE INSTALLATION AMCMDRS MUST 9E OF SLSFIUEMT LEMGTM TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) ALTERMATE TAPCON INSTALLATION ANCHORS FRONT TO JACK 1N ALL FRAME mjm3ERS. A) TAPCON ANCHOR CHART ON BACK OF THIS SMECT. S) USE SILICOIZED ACRTLIC CAULK BEHIND WONR FLANGE AT HEAD L JAMBS. 6) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROuMD EKTERIOR OF DOOR. 7) IF EXACT DOER SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTiTT LISTED V:TM NEXT GE / LARR SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D POCKETB) FOR DOOR SIZES USE CLOSEST JYPASS DOOR SIZE L COWIGuRATION TO FINISHED OPENING TA / PLACE PC )N fRWNT OF STRIP AS SHOWNESN9) GLASS THICKNESS MT VARY PERXRCOUIRENENiS OFASTM E1300 GLASS CHART; 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 66 SCREW 39OFSUFFICIENTLENGTNTOPROVIDEMIN3/8' EMJEWNT INTO WOOD BUCK. 11) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR IN:uLATING GLASS. 12) JAMB / SILL CORNERS ARE TO K SEALED VITH A SHALL JOINT SEAM SEALER, 33) SHIN AS RED'0. AT EA SET OF IN ANCMORS MAX ALLOWABLE SHIM 'TALK TO BE 1/4•. 14ALLINSTALLATIONANCHORSMUSTBEMADEorCORROSIONRES;STANT MATERIALS 15) VMERE 'X' REPRESENTS MOVING PANEL AND 'C' REPRCSENTS FiKED PANEL APPROVED ACONFIGURATIONSAREASLISTEDONANCHORCHARTONBACKOTHISSHEET. 16) NOT ALL CCaNFIGURAIIONS LISTED ABOVE ARE SHOWN ON THIS 2RA••1NG. mC%iEVER INSTALLATION EXTERIORELEVATIONSECTIONS 'A -A•, •3-1' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED aEMBEDMENT 2 PANEL DOOR SHOWN 17) IN TALL IGURATONE ETAPCONINEACH PAIR it FACTORY APPLIED IN:'ALLATION HOLES UNLESS NOTED 1-1/4' MIN. D, MERviSf ON ANClQR CHART, SEE SACK OF TM15 S)EEi. 18) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SrCVN, THIS PRINT ALSO APPLIES TO A C 200D SERIES AND 500 SERIES. INSTALLATION ANCHOR 3/16, DiA. TAPCON SEC T 10N A -A REVS DESCRIPTION' DATE INI IFLORIDA-INT. EXTRUDER'S INC. SANS OPD 7L. j TITLE:: SLIDING GLASS DOOR INSTALLATION WIT;-; T-ARCONS I I DPaWN BY: APPPO`('ED BY:' TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD 8 SILL OUANTITIES IN EA. JAMB OUANTITIES 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 6 PSF TO Si PSF Tp CONFIGURATION 45 PSF 60 PSF 70 PSF ( 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, x0 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX, OX, XO 60 X 80 3 3 3 4 a 4 3 4 4 6068 XX, OX, x0 72 X 80 4 a 4 4 4 4 3 4 5 8068 XX, Ox, xO 96 x 8o 5 5 5 4 4 4 3 4 5 10062 xx Ox XO 120 X 80 6 A 7( ) 1 4 1 4 4 3 a 1 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, Ox, XO 96 x 96 5 5 5 5 5 5 4 6 6 laoso xX x, XO 120 x 96 6 A 7(TIT) 5 5 5 4 6 6 50100 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, XO 72 X 120 4 4 4 6 6 6 6 7 8 0 xx. ox xn 96 X 120 5 S A 6 6 7 (D1) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OX0 145 1/8 X 80 7 17 9 02) 4 4 4 3 4 5 15068 OXO 181 1/8 X 80 8 10 () 11 c ) 4 4 4 3 4 5 9080 OXO 109 1/8 X 96 5 6 4 6 6 6 612080OX01451/8 X 96 7 8 (Did 9 sue) 5;: Lt;,..S:.l. 5 4 15080 OXO 181 1/8 X 96 8 11 11 5 5 5 4 6 6 90100 OXO 109 1/8 X 120 5 5 8:.w >~1 6-. • ' t, St 's t D1) 6 8 10 120100 NO 145 1/8 X 120 7 9 () 6 6 7 (DI) 6 8 10 9069 xxx 106 5/8 X 80 5:,--.- 4- 4 A 3 4 5 12068 xxx 142 5/8 X 80 7 7 8 (DI) 4 . 4" 4 I 3 4 5 15068 XXX 178 5/8 X 80 8 in () ii 4 4 4 I 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12090 XXX 142 5/8 X 96 7 8 (DI) 9 (D2) 5 5 5 4 I 6 6I15080xxx1785/8 X 96 8 11 () 1 13 5 5 5 4 6 6 90100 xxx 106 /8 X 120 5 5 6 6 I 6 j7 6 I 8 10 120100 XXX 142 5/8 x 120 7 np 1n rn;) 6 6 17 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (Di) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) a 4 a 3 4 5 16068 OXXO 191 5/8 X 80 9 10 (D1) 12 (D3) 4 4 4 3 4 5 10080 OXXFJ 1111 :)/5 X 176 b 6 7 Q I > 4 b b 12080 OXXO i 143 5/8 X 96 17 8 (DI) 9 cD2) 5 I 5 15 4 I 6 6 16080 OXXQ 191 5/8 X 96 9 1 (n'3) 14 (D) 5 III 5 4 6 6 1100 OXXO 0/8 x 120 6 12020100 OXXO 1119143 5/8 x 120 7 19 (D2) 10 0D7) 1 1I5 I160100OXXO1915/8 X 120 10 (D1) 3 6 6 b I (D1) 6 8 10 10068 XXXX W 1/4 X 6U 6 6 z' 12068 XXXX 141 1/4 X 80 1 7 17 8 (DI) 4 I 4 14a. 3 4I 5 16068 XXXX 189 1/4 X 80 9 (DI) 10 02) 12 (134) 4 4 111 4 3 4 5 10080 XXXX 11 1/4 x b 6 i (DI) I > j 4 n 5 j 12080 xxxx 141 1/4 X 96 1 7 18 (D1) 9 (D2) I 5 5 f 5 f 4 6 6 t6080 xx-xx i89 1/4 x 96 9 (DI) t. ( 4) t ( S) 5 I 5 15 I 4 6 6 I 100100 XXXX 117 i/4 X 120 6 7 (Di) 6 I 6 7 (Lll 6 8 In 1_0M XXXX 141 1/4 X 12G I f c (Di, r5) 1- {n3i 6 5 i t11) 6 c 10 60100 XXXX I 19' 1/4 X '20 D=) I I_t D7) 6 6 RIT7' 7 e Fc- 2 4- ANCHOP NOTES' 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THRU 'D7' DESIGNATES IN WHICH SIZE 8 CONFIGUREATIONS TWO TAPCONS ARE REO' 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 HERD S SILL. 3: SECONDLY. AT EACH END OF HEAD SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD & 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. 3: SECONDLY, AT EACH END OF JAMS NEAR HEAD 3 SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED iN A & 2. r ; [ItR, I Do --I !NT. RINC. RS i1TLiSLIDING C-;5S DOOP T,;PCC N G:_-cS Cr.^.R T SANF CORD, ' L Sent By: RCS INC; HUU-21-2002 110.52 CLOPAY BI 8585 Dune Mason, OH 00000000000; r" OPAY BLDG. PRODUCTS—TC PRODUCTS COMPANY Feb-3-03 3:36PM; FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (B13) 770-6062 FAX # (513) 770-4853 DATE: 8121 /02 George Hastings ® RCS PHONE #/FAX#: (407) 854-9551 8 Page 2 P.01i06 MESSAGE: George, 1 pr red the attached Florida Building Code (ASCE7-98) windload calculation to be forwarded to omever you wish. In the vast majority of cases, once the engineer/architect reviews the ment, the issue Is resolved. Please forward the windload calculation method as you wish. Thanks THIS FACSI ILE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT 13 ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGE6 AND CONFIDENTIAL. Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page 3 AUG-21-20W 10:52 C1 f11PAY BLDG- PRODUCTS—TC P.02i06 GARAGE DOOR WIND LOAD DESIGN PRESSURES PER SCE7-98 (FLORIDA BUILDING CODE), CHAPTER 6 The Florida Building Code states "Wind forces on every building or structure shall be determined by the provisions of Chapter 6 of ASCE7." [FBC Section 1606.1.1 ] Garage doors afire considered "Components and Cladding" (C&C) per ASCE7-98 since garage doors, entry d:' 7, and windows transfer the wind to a supporting structure. The exterior walls of a building ale considered the "Main Wind -Force Resisting System" and use a different calculation meihod. The calculation method presented below is for components and cladding on buildings with nean roof heights less than or equal to 60 feet. Step 1: Deter ne the Basic Wind Speed, V From Fig. 6-1 ASCE7-98, determine the Basic Wind Speed, V, for your geographic region. ASCE7-98 use* values based on 3-second gust wind speeds in miles per hour. Per the Florida Building Code(FBC 1619), Miami -Dade Co. is 146 MPH, and Broward Co. is 140 MPH. Step 2: Deternone the Importance Factor, I The Importance Factor, I, is an adder included for "essential facilities" (hospitals, fire stations, etc.). See Tab$ 6.1 in ASCE7-98. For residential construction, I = 1.00. Step 3: Deters ine the Mean Roof Height The mean roodieight is determined as the average (not peak) height of the roof from the ground. If the roof slops is loss than 10' then the cave height may be used. Step 4: DeterAine the Exposure Category The exposure *egory is based on the local terrain of where the building is located (Section 6.5.6). The tw+ exposure levels that will be discussed here are Exposure B and Exposure C. Exposure B is 4efined as "urban and suburban areas, wooded areas, or other terrain with numerous closqly spaced obstructions having the size of single-family dwellings or larger." Exposure C isefined as "open terrain with scattered obstructions having heights generally less than 30 ft. Thi category includes flat open country, grasslands and shorelines in hurricane prone r+egions.'A The Florida Building Code defines the hurricane shoreline as within 1500 feet of the mean hid tide line and barrier islands. Also, all of Miami -Dade and Broward Co. is Exposure C peg the Florida Building Code (FBC 1619). 4 Step 5: Deter a the Velocity Pressure Coefficient, Kz The velocityp sure coefficient, KZ, is determined from the exposure category and mean roof height ( Table 6$5). The KZ factor for Exposure B (C&C) up to 30 R. mean roof height is 0.70. For Exposure C3 (C&C), the Kz factors are as follows: to 15' Mean Roof Height: Kz @ 0.85. 20' Mean Roof Height: Kz s 0.90. 25' Mean Roof Height: Kz — 0.94. 30' Mean Roof Height: Kz = 0.98. Sent By: RCS INC; H JU-21-2002 1W 53 00000000000; Feb-3-03 3:37PM; Page 4 00PAY BLDG, PRODUCTS—TC P.03/06 GARAGE DOR WIND LOAD DESIGN PRESSURES PER ASCE7 , 8, CHAPTER 6 (continued) Step 6: Topooraphic Factor, Kz This factor is 49ed for unobstructed buildings on isolated hills and ridge lines. This factor will be ignored O.e. Kitt = 1.0) in this procedure. For more information see Section 6.5.7. Step 7: Wind lrectlonatity Factor, Kd The wind directionality factor for C&C is Kd = 0.85. See Table 6-6. Step 8: DeterOfte the Velocity Pressure, qz The velocity pressure, qz, is calculated from the following formula (Section 6.5.10): 0.00256KZ KZt KdV2I (in lb/it2 or PSF) Step 9: Deter"ne the External Pressure Coemclents, GCpThereareexternalpressurecoefficients, %, for components and cladding and therefore garage doorss. first external pressure coefficient is for positive pressure and the other two coefficients fo negative pressures. One negative pressure coefficient is for `Zone 4' and the other coetfici t for `Zone 5. Zone 5 is the wall region in the corner of the building (also called the End Zone) ed as "101/o of minimum width or 0.4h [h = mean roof height], whichever is smaller, but noi less Chan either 4% of minimum width or 3 feet." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 6-5A. According to t*e "Guide to the Use of the Wind Load Provisions of ASC.E7-98" published by ASCE Press (se p. 18), for components and cladding with a tributary area (A) of between 10 ft2 and 500 R2 the following formulas are used for GCp: GCp 4 +1.1766 - (0.1766)(togto(A)) 4- 4) _ -1 .2766 + (0.1766XIog,o(A)) GCpt 3) _ - l .7532 + (0.3532)(log,,(A)) The GCp value may be reduced by 10% if the roof slope is less than 10'. Step 10: Detetic the Internal Pressure CoeMelcuts, GCpp1 The internal p coefficients, GCpi, are determined from'Table 6-7. For enclosed buildings GCpi = +/-0.1> For partially-encloscd buildings GCpi = +/-0.55. Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page 5 n.OPRY BLDG. PRODUCTS-TC P.04i06 GARAGE D OR WIND LOAD DESIGN PRESSURES PER ASCE7- 8, CHAPTER 6 (continued) Step 11: Dete he the Design Loads, p The design to , s, p, are determined from the following equation: p gh[GCp) - (GCpi)] where qh qZ since C&C are evaluated at the mean roof height. For the negati+ design load, the final design load is a function of how much of the garage door opening is in ne 5 (end zone). A common mistake is conclude that if any of the door is in Zone 5, then t whole door is calculated for Zone 5. According to the "Guide to the Use of the Wind Load P isions ofASCE7-98", a weighted average may be used for components and cladding when otennining the negative design pressure [p. 77]. This means that if 25% of the garage door ng is in Zone 5 and 75% of the garage door opening is in Zone 4, then the final negative desipressure has a proportionally greater influence from the calculated Zone 4 pressure thacalculated Zone 5 pressure. Prepared by Mark W. Westerfield, P.E. Florida P.E. #4 495 Clopay Buildir* Products Company 2002, Clopay, Building Products Company Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page 6 RUG-21-2002 10,53 CLOPRY BLDG. PRODUCTS-TC P.05i06 WE DOOR WIND LOAD DESIGN PRESSURES ASCE7-98, CHAPTER 6 (Florida Building Code) Example A 16V x 774 tarage door is to be installed in a home with horizontal dimensions of 60' x 40'. The mean rooMrAght is 15 feet. The garage door opening is located 2' from one of the corners of the home. a home is located in Florida in the 130 MPH basic wind speed zone and is determined to $o in the Exposure B category. Step 1: Detere the Basic Wind Speed, V Given: V = 130 bOH. Step 2: Deter> ine the Importance Factor, I For residential nstruction: I = 1.00. [Table 6-1 ] Step 3: Dete a the Mean Roof Height The mean roo eight was given as 1S feet. Step 4: Dete lne the Exposure Category Given: Exponiv B. Step 5: Detergdne the Velocity Pressure Coefficient, I{y The velocity pressure coefficient is: Kz = 0.70 for up to 30' mean roof height Exposure B. [Table 6-5] Step 6: Topo aphic Factor, Kzt Use Y-zt = 1.0 this example. Step 7: Wind Directionality Factor, Kd The wind directionality factor for C&C is K.d = 0.85. [Table 6-61 Step 8: Deteri ine the 'Velocity Pressure, q$ The velocity pressure, %, is calculated from the following formula (Section 6.5.10): qZ = 0.00256K Kzt KdV'1 = 0.00256(0.70)(1.Ox0.85)(130Z)(1.0) - 25.74 PSF - qh Step 9: Deterine the External Pressure Coefficients, GCp For this home. the Zone 5 region is defined as 10% of the 40' minimum building dimension, or 4'. Since the g4rage door opening is located 2' from one ofthe comers ofthe home, this means that 2' of the a door opening width is in Zone 5 and the remaining 14' feet of the garage door opening m6dth is in Zone 4. Sent By: RCS INC; MIJVI`-G1-LL'JC1L 1'rl • JJ Garage Door The area (A) 00000000000; I.LUh'HY lA VU. ?-WULVJU 15- I C: Feb-3-03 3:38PM; Page 7 P.06i06 Pressures Per ASCE7-98 Example (continued) the garage door is: (16 ft)(7 ft) = 112. Therefore: GCp t +I.1766 - (0.1766)(loglo(112)) - +0.8147 GCp( 4) =-1.2766 + (0.1766)(logio(112)) =-0.9147 CCp„ s =-1.7532 + (0.3532)(logio(112))-1.0294 Step 10: Deteoldne the Internal Pressure Coefficients, GCPi In this exampl4, the design loads will be calculated for both enclosed and partially -enclosed. The internal pressute coefficients, GCpi, are +/- 0.18 for enclosed and +/-0.55 for partially -enclosed. Step 11: Dete a the Design Loads, p The design to p, are determined from: p = gh[(GCp) - (GCpi)] For an enclose# building: The positive design load is: p = 25.74[0.8147 + 0.18] = +25.60 PSF. The negative d sign load for Zone 4 is: p - 25.74[-0.9147 - 0.18] - -28.18 PSF. The negative dosign load for Zone 5 is: p = 25.74[- 1.0294 - 0.18] = -31-13 PSF. For a partially- losed building: The positive d4sign load is: p = 25.74[0.8147 + 0.55] - +35.13 PSF. The negative deign load for Zone 4 is: p - 25.74[-0.9147 - 0.55] - -37.70 PSF. The negative doign load for Zone 5 is: p = 25.74[-1.0294 - 0.551 - -40.65 PSF. Since 87.5% of the garage door opening is in Zone 4 and 12.5% of the garage door opening is in Zone 5 (see Stan 9), the weighted average negative design load for this garage door opening is: Enclosed bull Partially -erect Rounding the For enclosed For partially Prepared by h Florida P.E. b Clopay Buildi C 2002, 28.18 PSF)(8751/4) + (-31.13 PSF)(12.5%) = -28.55 PSF building: (-37.70 PSF)(87.50K) + (-40.65 PSF)(12.5%) _ -38.06 PSF loads to the nearest tenth of a PSF, the final design loads are: 25.6 PSF & -29.6 PSF building: +35.1 PSF & -38.1 PSF k W. Westerfield, P.E. 48495 Products Company Building Products Company TOTAL P.06 Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 8!12 ALE-26-2002 11 19 C' "AY BLDG. PRODUCTS-TC P.01iO3 CLOPAY 61 85" Duke Mason, OH PRODUCTS COMPANY FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (51 ) 770.6062 FAX # (513)170-4853 DATE 8/28/0 TO: George Hastings C RCS PHONE #/FAX#: (407) 854-9551 i7. Ni irnhar of naAaa includino cover sheet: 3 MESSAGE: Cover page a td p. 77 from the "Guide to the Use of the Wind Load Provisions of ASCE7-98" as pubished b ASCE Press. Two weeks ago I attended an ASCE seminar in Covington. KY on wind load ght by Dr. Kishor Mehta (one of the authors of the guide). I asked him to confirm the g ge door calculation write-up I sent to you. He did and said the procedure was correct. j z Y THIS FACSIV`XD MESSAGE 18 INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TOCH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGECONFIDENTIAL. Sent By: RCS INC; AUG-26-2002 11120 00000000000; Feb-3-03 3:38PM; Page 9/12 C' -IPAY BLDG. PRODUCTS—TC USE OF THE ID LOAD ISION,s 7=98 lGshor t. Mehta and Dale C. Perry Sent By: RCS INC; AUG--26-2862 11.20 00000000000; Feb-3-03 3:36PM; C1 -''AY BLDG. PRODUCTS-TC GUIDE TO THE USE OF WIND LOAD PROVISIONS Typical calculations of design pressures for purlin in Zone I For maximum negative pressure p +- 18.0[(-0.8) - (1-0.18)] p = -17.6 psf with positive internal pressurc (controls) p = -11.2 psf with negative interaal pressure For maximum positive pressure p = 18.0[(0.3) - (-+0.19)) p - 2.1 psfwith positive internal pressure p - 8.6 psf with negative internal pressure p - 10 psf minimum net pressure (controls); 6.1.4.2 1 3.7.10 Net Roof Component Pressures, psf C#mponent Positive Zones 1, 2, and 3 Zone 1 Negative Zones 2 and 3 Purlin 1 . ; 1 .6 2 panel 12.2 19.4 41.0 ast6ner 12.2 19.4 41.0 A. 10 sq ft 12.2 19.4 41.0 A j 500 sq ft 10.0* 17.6 28.4 net pressure case of girt that transverses Zones 4 and 5 Width of Zone 5: smaller of a = 0.1(200) - 20 ft Page 10112 77 rr lG f\ 413 1 f1 _ Z6 s' 46t or a = 0.4(36.7) = 14.7 ft (controls) but not less than 0.04(200) = 8 ft or 3 ft Weighted average design pressure P M 14.7(-20.0) + 10.3(-18.9) _ 19.6 psfP25 This procedure of using weighted average may be used for other components and I cladding. TGTPL P.03 B owes 11 $0 r-0" w.t LG9q Re_ (•) slctwa GWR ry141t r-t' t AO'AST J ,A11 sraara secA tialtm .w, a.c trl r+•iwGD„ rYtaO-0ee eMta, o • araD lt rossl[r. tOP goo Or -W STtFfiL 90N9a. yr IR rrM. r a :w our TiE YF. Qp S,;Mtr. -0 Is J r+ f F:aIRDrD: sAles rCc t v10E wa. t11SfOk_ __..__... ------_._.. lip ,mom s 1°° a"a^ REV. Nt). ZONE I Oai( ! ECN N<7. APPML O=CRI2t10 1 32 t 1/W f - YAiY 0'r Y) WA, (i: -CR TRACK B:A.f _..... ___ Z C7 nslu>X+INL AMC( 30v m 61 W yl W Attbli ,B OG:R o071 F V%dp (to saq- 31M N WMAATCd C -L DC S'SILYaC FTKY GSOM uD scwa VEDV 1• MA. TMOI 1111C/ m OIe 6 LZA P3aM TIr.: ,r.•:li ca guy.. rmID ,Asvca.. y (q Mkw arts FM Im. M1 8 f OI wT>TOPI REPT#96J(=. 0 .,MUM-- tuaaaTla MI IF==Ij i ! s•vcwva. O SI- jl POW. sw uwa 4O O, a01,ty'a, KII, p b-L 0—amORtMr0tsn. E4t • sen . E'r.L p smwspIYI I O t " M - IC- ff los 0 i alsaawsvim' o no mum Imaga 61W FI.DC r . 4 . 1 Y16 14 00. YF YM Y NAl t• emmc M gvmx t11F. a O 4mislaltfe eMom Va Mmaw w mmmtAws. w.P.cE. mMMsoOMAM00FmIi1M6Gtr7OaYMOOMMAM. MY 71rorsolEO ) dtEIA'1. trE .111EM3. S,a 0..6s 8R KLMD Dena t •eAnlc tA[ t®r• lAr m b JItY. S1EEL wtaT. iTeE i m MADOI 71^ lA e e - 13 skv, game( 3 ssta- rav HD 57Q1Y'/Y fill EMoos MSMO 10 lAC me 1O 0 sm" Put uliFa" 0954E rc•s MIh w b'IaPOt IM9c f11A T. .00,a7-a CIS/SI Iltla9PVACRf1101CeS '•"' 1TI t: G Ctr. SIF-L W DYW % SMA MAM t41 W a1B1 ttnlDl7 YIIN r/tl mam'Am PGt a01 IO OA N!v n!it cOAU C (C MAIR MOVE VCH . / OIE 9.V UYCD M OFC4 /OCI..• n6 YF. }Y9R: AOmp ]' cqy lmQ lb" FAMO D To - 1 L,• x otlr. fRR ItCSIP M tSA71 Sn6 w 6 ttOlOiEI imlotEn v/C•1 weTre STU . rya SM a EEa. mmWim M MUSK K . 1: cv. a uc am. aMCRaro+s ro ren stFa a at 0 M6!'IaEI Yell ' NOE2901L mum m We nAC7f 1tW7rtD a fWl EMPET $ 9# TELL SYlE! rrr aE ,/•-eke• seu a wr t) I .; • sar Tsmfrs DER ew Iwec Cal awsea rT o \L VNO E Pn qa zm. w atusTp1 .rX cl C.)• • Y LQv, sr0[L FA6 rs lit6FM/E ))LILT S UW9COUnD, rE YEK EMty 5 F1;E ,WrOIF 511E iSlpMa te] II m ana .v 416 emrA Wit: RapA m /e.a5 WIMU CiOp/D. P E ra= CA) e (: +/' sn' tea IWt - .. tllrPtO fi. wK ww Wu % x xarraRlscsaRsw. asaErrs OE9Ck L1EYlY': +23.C• PSr A -2l 5 PSG Ca3 YL . C Co- rJa. M. b-tYlts Ii,B- 9twE gOL; I+IR4F C" wxFE THE ItE]ena9lBlm Cl WE PadCWAX'E .V TT: sT 6WS: +36.0 PSF h -37.6 P_¢ n . x-1-t-1 FttEJa -a Y-ows mE % UKR F1640 M1P alma 9"MO as0E5 roll TW ' tl9® M a,oasrtrsrE Fax a wtlae tmt R emit_WA a PTtt Pm qzw.& rAG c w n M wv,.*sft IU t PART NO - m SOiiq e V-ewl annm NRI `./.).yt• glf T~ 93 M IOT gut ow.at. wres as IDCK OI 40 me or oaoa,/ sEcml (. 1 r3-r vr.: F 91 tT 13'A GIL" IMCL wfmm sw-K 3 IT-aDDEa MIN M /.e vw 7JTtNRK 'rIkt" e .wx .ElltxsAsraP j WPM. sy is ie`tntoaet i w. mw.. se va a-, wi. TOLERANCES— IDEAL J12 NO * SL %It M" Geakfia Off 4G F h O - * D34raserac1 4 satl -mr, Oa. AD* OESCRWTIOh MM& EAST N1 t5 O r 3-9- 24/-24.5 Of9c.N t_IAD' ft..q.*30 wlk?A14NF.`/: 3MM. Thia Ate. to 0*'.m a:/7 scr O;Ep ay: wwr Ct4TE: 4/1f5/3:1a'1EE I I •SIi.EiJ i±o n`'tioa rX-Isr es lue IF FLac., CJW f. w(1 f 021 s.4 F.Ed htrJ t PRODUCT PeRpoRmnnce ORTR HURRICANE CODE METAL -EDGE STEEL DOOM WOOD FRRMG PRODUCT CFRTIPICRTIO(1 SHEET OI - ON4 , 2. Valid for the following side -hingeddoor arrangements: OPROUE DOORS - na n0MI 1RL HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES: ao t] D a0 woo 00a oa Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel moo , f DDa i S y ® 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: OD 0® tis ®CD Ia0 a0 a go ® go 00 00 680 Series 129 Series 200 Series 12R, 121., 23R, 450 Series 152 Series 140 Series 23L, 24R, 24L Series DP +SS. 0 -SS , a IMPRCT LI 3 MULTI_ME_STL_WO_OP Entergv- ' Entry Systems M I A M I.OADE NiIAAI1-DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILpING J BUILDINC CODE COMPLIANCE OFFICE METRO-DADE FLAGLrR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIUA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2903 Premdor Entry Systems (,0wriw.-roti mcrNsmc-svcrION 911 E. Jeferson, P.O: Box 76 (303) 373.2327 F,LX (303) 373-233x Pittsburgh ,KS 66762 - coN•rti%crois BNFORCMIMT DIVISION 305) 373-29" FAX (305) 373.2903 PRODUr. r COtNTI/OI. DIVISION 303) 373-2902 FAX (303),72-6339 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. I_Z/11L ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 113UI Koorlgucz Chief Product Control Division THIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application f-or 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. APPROVED: 06/05/2001 i Francisco J. Quintana, R.A. DIrCctor Miami -Dade Comity Building Code Compliance Office 1%04St7001\pc20001\templ3tet%.notice acceptance cover 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-I, 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 leaf 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 nor -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: "Mianii-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS " 6.1 Application for building permit shall be accompanied by copies of the followitls: 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_ uilding T'cial or the South Florid Building Code SFBC) in order to Properly evaluate the installaI f his s stem Ma cl Perez, P.E. Product Co Examiner Pr l ct Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02. 2006 NO•T10E 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. S. 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 Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEP ANC Manuq Perez, P.E., Product Con r61 'xamincr Produ ntrol Division PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) 11 I/a• 14X111XX/ tot off 146 112' MAX MAY 74• 37 I/A• SCI •OI[ { MA; MAX MAY wAXNu. I' MAX S• MA; MAX IMX MAY 151 OC Is• Oc IS• DC Is• Oc. IS, Q:C. Is, Oc. MAY MAX MAY MA; MAX MA; Is• D.C. IS• Oc. MAX MAX ne { r,IvSS i Ilf IM A{M X1`IK 1 X N % I NI ^w•A 17 1/ MAX Oc SPACING Ip• OC. I N• t m 1A I -- 17 11 MAY OC SPACING TOP OF DOOR III Y aa•• f N V SS 19' OC T 171 IN (XCN INfIK imDorLOCK 22• X •• MAX OLD BO 1 /IA• 17 1/ ' MAY DC. SPACING VI.1C1 .IIQI t Is, DC. X NOKI W $teasOwNl4K-6 ti No{tt In 1 DCSIACING j18' IOC IIIoNr11tXwttb1{' (I I Nu•• . .• MAX ; t6 1. 1 SNY. 1U1IM Nw I"&,I ' C.11 /Z' wvly(wK4Nt ISDCISSD[IS' Da C. IS• O.C. 1.3MAX MAX MAX MAXMAXMAX . M' AcOXam.C. MAX MAX NNX ILa• . a• ONc rTA[cX cc NOTE a ATTACH ASTRAGAL THROW BOLT a8 Y 1' LONG STRIKE PLATE TO THE HEADER INANDTHRESHOLDWITHXIDx 13/4' MIL REMAINING N ALL FLATHEAD SCREWS NOTES 1) WOOD BUCKS BY OTHERS. MUST BE ANCHORED IID x 1 3/4•• LONG n PROPERLY TO TRANSFER LOADS TO THESTRUCTURE. FLATHEAD SCREWS Z) THE PRECEDING DRAWINGS ARC INTENDED TO OUALIf Y THE rOLLOVING INSTALLATIONS. L. H. INSVING R.H. INSWING A VOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING ASTRAGAL B_ MASONRY OR CONCRETE CONSTRUCTION WHEREDOORSYSTEMISANCHOREDTOA MINIMUM TWO BY APPROVED ASCDIIIPLYRIDtMTHTHE STRUCTURAL WOOD BUCK. C MASONRY ORCONCRETECONSTRUCTIONWHERE SOUTH :IsQBjQAjIu,011DOE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE HERE WATER INfI41RAliON VNERE WATER INFILTRATipI A NON-STRUCTURAL J J1 1UUOFMASONRY WITH DRWITHOUT OUIRERENT IS NEEDED I REOUIRENENT IS NOT NEEDED NY ONE BY WOOD BUCK. I x + PRO TC OIVIS 3 ALL ANCHORING SCREWS TO BEI110WITHYOURCOOFFICEICHM—M 1 /2' EMBEDMENTINTOWOODSUBSTRATEAUCE1+TAI(CtiNO.OI-03 Y12 IASONRY PFH 1APCOk$ WITH 1 1/ 2' MINIMUM EMBEDMENT I UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR n OVERHANG SUCH THAT THE ANGLE BETVEEN THE EDGE OF CANOPY OR OvERmANG li MUST BE INSTALLED WITH •MIAMI-pADE COUNTY TO SILL IS LESS THAN IS DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS 5. THREE STAPLES PERSIDEJAMB INTO HEADER ON SIDELITES NON -HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO AND DOOR, THREE STAPLES PER ,IAMB INTO THRESHOLD ON ACCEPT WATER INFILTRATION. Dql SFDELITES AND DOOR. _ 6 LATEX SEALANT To BE APPLIED Al SIDE BY SIDE E VIC WIT WarcAIKMS I/r Jnl!gS AND SIDELITES. LIIIiUtESS101(I tllC C NG Rs t100 . . pluft 1 SIT. 17 AdaOIR7DOOR/SIDELITE HEADER, DOOR/SIDELITEJAMBS, AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. _ _ I ampav+ttmxrasmw ams 8 DOORS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST ' INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS Or 0B TO 1.2 MIL. M N YSYSTEMS1-1 29-EM-1 5 FRAMES SHALL BE PRE -PAINTEDVITHANACRYLICLATEXVATER-BASED/ 11E.jEff(t i SHEET 1 OF 6 aIER-REp1rIBLC '.' MITE PRIMER VITH ADRYFILMTHICKNESSOF0.9 TO 1.? MIL. /TITS Ei IEYlfpi UIIQ C GLAZING DETAIL N VILLIAMS 858A R GRADE LATEx CAulx I 112' GLASS BITE iNrP= w INTERIOR liv>wlivL-1 OTHER CONFIGURATIONS 1 L/ .c ra. G r'r L— i t rr r/D' TEMPERED GLASS AO n P/AS 1; C:PLYING NTH THE SGU ItL, UI iMtt c r• by PiJJ{; Cf" rT C'l W T50N DU.LC:GCGi:C:t'PLlU.'CfOFFsLE n W4, s 11 I f1 i %/l, > l yr t 31-1029-EM-1 SHE T 2 OF b tyml{IRt E 1/4' SHIM MAX r 3/4' 5 6 +•. 80 11/16" MAX INTERIOR 79 5/16' •.•• MAX 1 3/4' FIN. F SECTION 2 BY WOOD BUCK 4 9/16' 1 1/4' EXTERIOR MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 VOOD HEAD JAMB E14-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT CDtPRESSION WEATHERSTRIP EN-25 LOCKSCREEN BRAND Lp)(SEAL %5p ( ALLMiNLIM ASTRAGAL _ E14-12 PREMBOR BRAND OR EOUIVALENT- 5/8' ALtjNkjM ASTRAGAL 4 ALU4IN IN-BU4PER THRESHOLD EN-15 PREMEOR BRAND OR EQUIVALENT - 1 1/4. 1c 4 9/16' TOP CW,14EL E14-0 PRENDOR BRAND - 1 11/16' - 20 GA STEEL 6STEEL SKIN 26 9L (97 41114 -.IBA AN 0 AV woxa i(I POLYURETHANE Faam cow BASF FOAM - DENSITY 2.0 TO 2.5 IbS./ft3 WBOTTOM pwaa EM-07 I PRE140M BRAND - I IV16' - 20 GA STEEL VO OD LOCK BLOCK EM-09 4- X 9 1/2' MTL. TO BE PiNE OR FaRVAI FNT t„/ Ht 1iRIRL 31ILL HINGE STILE Ln-uo EM-05 f-KLRIIUK OKMMU - 1 11/Ib- - eU bA SILLL PREMDOR BRAND - 1 11/16' - 20 STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMOOBR BRAND - A50' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE E14-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PiNE OR EQUIVALENT 15 110-24 x i12' F.H.M.S. 4) SCREVS PER HINGE INTO DOOR 16 I10 X 2' F.H.V.S. SCREVS TKMUGHX11' Ot. THEREAFTER JAMBNICI SIDELITEJAMB. N IW SCREVS T RQO SINK JAMI 0410 SIDELITE JAMI, 4' DOWN FRp4 Top9' DC THEREAFTER SCREVS THRD(IL14 EACH SiDELIi£ JANI INTO SiDELITE, C DOuN remTIP, MAX iS• 0C. n4REAFTER 1 1 MN 1N AV 1 i v N NI REFER TO ELEVATION VIEV, FEW I OF SCREWS USED AND LOCATIONS 111 110 X 3/4' FJiV.S. 2) SCREVS PER HINGE INTO JAMB 19 IS x 2- FJiW.S. 2) SCREWS AT EACH STRIKE PLATE LOICKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 110 X 1 3/4' F.KV.S. 10 SCREVS PER HINGE INTO JAMB WOOD S1DELiTE JAMB EM-is 11 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT 22' X 64' SINGLE PANEL GLASS EM-19 E . AR A SRIN POLT rl FR - DC-1643 - (ODL- SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 1/9' I' MTL. TO Ptl4: OR EQUIVALENT - 1 EMS ARE NOLD4NGS USIroes1iXnsINN +/s Az NULLIOWS11 / 4 WOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL, TO BE PINE OR EOUIVALENT WOOD SIDELiTE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT POLYPROPYLENE LITE FRAME 1643, ODL-2 HP Poiypropylene by ODL 16 X 1 1/2- PAN HEAD SCREVS iB PER FRAME IO EIC [D i4• DC T Ait RV AN SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PiNE OR EDUIVALENT i PiN NAIL 4' 1" k1a. V iN FRM ENT, MAX Jr DC IKIIIIIER. =1 01 MAIDS WO III] DOW SILICONE #995 XPPROVE0 AS C'NHAPIYNIG 1MI)4 THE B—B CATEc;.Te JUl'1 EY PR i Rol oMsHON ACCEPL- E No o V. L3 111411 MISS 1010, TRAC TEE. Arc I11IM06. KISS Wift sID E(DfL. ioLl BADE COUNIT MODIFICATIONS 1/II/44 JDJADDEDPAGE5 (DOOR OPTIONS) INGINEFR: RIvisim lKit iT PARi MN(: rivirRcy i 11:PREMDOR ENTRY SYSTEMS PilsmKs, 7a 31-10 2`9-EM-1 i _ SHEET 3 Of 6 KViSIDH U1111 B INTERIO 80 E 0- SECTION C-C Oft APPRGVEa AS CORWLrrrIG 1LTTH THE Y1JiM TL C eULDING CM DATE O By FRUX TC ITROLOMSION GM r—,!;G CO^,.E CDLPLIAN ICE CCE?La:CE nO.Dr - PART JIY i nIl K* wt r r c - IR.IT IAIE 7-?9-971 1 S[AIE: PREMD0R ENTRY SYSTEMS 31-1029-EM-I PI I ikar KS.. 66162 SHEET 4 OF 6 REVISE LEIIER D OTHER DOOR COy rr r W r • wrr W r y T r sr ri r r r rr r r W 1 1 [! 1 1 1 1 D Vr r SV-cm If Ur rLwam O li II•• r K Y.GK If Vr IK ki 1 1 1 1 1 t 1 1 I 1 IY • /IL W r I•' K W W IY wKrrLrW rr r Lrr ni'o f. 21w a1 v.• W r vr_ r r r W r _ K •L Ir Y I 1 1 r .Irr IlL YfK I - w K U4K r/ ur rcr.cK I vir G VtK ki 1 1 I 1 ux IVN' r L Vr M r rW W r r r iLrrrW 1 W r W r 11 1Ir W r V.LP•. p wrGL •-4c" O 11 Vr r L L/KK 11 Mr WKV 1 1 1 1 1 1 W rr 6 KrWr rWJ rr r r r 11 1'r w OL Y.LIi 1 W L VKK u vrw OL VKK NFIGURATIONS w IN' W N r r r r W r r W r r r r r W IL r r r r r r rw 1 If Vr r W•CK ullrr slow on~ C M. 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IQ'S tit R(YiSB11S M R PARI MPRENBDR 0(l OP110NS It IT IA AA t SEN(; PREM R ENTRY SYSTEMS ni SMMfh? 31-1029-EM-1 SHEET 6 OF 6 4EYtila t(it(R TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers V Customer: BEAZER Job Identification: ZFP36 Address 1 CALABRIA COVE Address 2 LOT 35 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSIMPI 1 Design Loads Roof: 37 PSF Floor: - Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 Or Building Designer: Alpine Engineered Products Design Software Seal Date: 01-May-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only N depicted with a copy of the Truss Engineer's Ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R11 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 11 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 7FP:16 - 7FP16'r- R I i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X4= 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 6 6 8-0-0 2X4 (A1) ZX4(A1) I'D'a i'o 0 I_ 6-0-0 _I_ 6-0-0 I 12-0-0 Over Continuous Support R=84 PLF U=40 PLF W=12-0-0 Note: All Plates Are L12X4 Except As Shown. PLT TYP. Wave TPI-95 R Desi gn Criter ia: TPI STD FL BLDG CODE tY:l FL 1 R Scale 375" Ft. WARNING" TRUSSES PEOUIRE EXTREME CAPE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. PEFER TO HIB-9l (HANDLING INSTALLING AHO BR Ar INGI. PUBLISHED BY TPI )TRUSS PLATE IN, TITU TF. 503 D'ONOFRIO OR., SUITE 200. MA(IISON. YI 11719j. FOR SAF ETV PP AC Tf+:ES FP IOR TO PEPFOP. HING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STP, I ICTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPnRTANTUC 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 IFI('. // t No.42704 j T C T C BC L L D LDL 20. 0 10. 0 0 P S F PSF PSF R E F R 3 5 2-- 7 9 7 2 6 SMYTH LUMBER CO. ROOFTRu55DrvE510N DATE 0 2_ / 0 5 / 0 3 DRW SLTUSR362 0303F6 28 SLT- ENG 41MR 2722SOUTHAPOPKABLvD. APOPKA. FL 32703 407- 29 51 S22 FA%: 407-299 9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND RR AC ING OF TRUSSES. THIS DESIGN CONF ORNS YITM APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF[fATION PUBLISHED BY THE AM ER )CAN fOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS A0.E MADE OF 7OGA AS AM A653 GRdO GAL Y. STEEL. EXCEPT A5 NOTED. APPLY CONNECTORS TO EACH FACE OF TP.11 SS. AND UNLf. SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 1 Te r 1 SSTATEOFS X Q 1OP S Nat BC T O T LL L D . 0. 0 37. 0 PSF P 5 F S E O N 12975 DUR. PAC. 1 .25 PROFESSIONALENGINEERINGORAW (Nf,S 160 A Z. THE SEAL ON THIS GRAYING INO ICATES ACCEPTANCE DF PROFESSIONAL ENGINEEPING RESPONS[ 9 it lT'! SOLELY FOR THE TP.USS COMPONENT OE SIGN SHOWN. THE SUI7A8Il ITAND USE bF THIS CERTIFICATE OF AUTHORIZATION#9218 COMPONENT IFOR ANSI PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 05 '03 SPACING 24.d" 1 ZFP36 - ZFP36 - R3) 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 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.13 to 54 PLF at 6.02 TC From 81 PLF at 6.02 to 81 PLF at 21.46 BC From 4 PLF at 1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 19.00 BC From 24 PLF at 19.00 to 24 PLF at 20.33 BC From 4 PLF at 20.33 to 4 PLF at 21.46 SHIM ALL SUPPOI 2X4(A1) % 2.5X41a IL0y1E 11-7-8 _l LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 11.86 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. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 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. 4X10 (R) Ill 15-2-0 5-2-0 6-0-0 5-4-0 9-0-0 le 20-4-0 Over 3 Supports J R=530 U=205 W=8" R=907 U=351 W=7" R=612 U=237 W=4' 13-0-0 1 Note: All Plates Are W2X4 Except As Shown. 1PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R Scale 3125" Ft. WARNING" TRUSSES REOUIRE ETTREME CAPE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANOL;MG INSTALLING AND BRACING). PUBLISHED BY rn( (TRUSS PUTS INSTITUTE. 58J D'OI FRIG OR., SUITE C00. MADISDN. WI SJ7I9N FOR SAFETY PRACTICES PRIOR PO P EP.FO P.M ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEC. TOP CHORD SHALL HA Yf PROPERLY dTTAC HEO STRUCTURAL FkNf LS. BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. IKPORTANT• 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 Q_ R rfG-(IFi r S No.42704 S S 1 1 TC TC BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 7 9 7 2 7 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 ?_ / 0 5 / 0 3 DRW SLTUSR352 03030552?- SLT-ENG WMR2722SourAPOPKABLw. APOPKA.FL 32703 407-2951 522 FAx 407-2939153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TP.USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS SPECIFICATION PUBCISHEO BY THE AHER[CAN FOREST AND PACER ASSOCiaTIONJ AND TFI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTH A65J GRAD GALY STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 7C 7C STATE OF ` S Qp10;A• BC TOT LL LD. 0.0 37.0 PSF PSF SEON 13008 D U R F A C . 1.2 5PROFESSIONALENGINEERING GERFTFICATEOFiuTFFOR1uTI%NS9218 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING iNOICATES ACCEPTANCE OF PROFESSIDNAI ENGINEERINGsAERESPON51EILITYSOLELYFORTHETRUSSCOMPONENTDf5IGNSHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT IFOR I TFOANYPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2. C" iFeb 05 'Us SPACING SEE ABOVE t LhP3b /FF3bi- K4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1111ti UWU PREPARED `ROM t, OMPUitH INPUT (UUAUb & UIT1t N51UNJ) JUbMIIItLJ tl PITH. 120 MPH WIND, 11.86 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. SHIM ALL SUPPORTS TO SOLID BEARING. 5X4= 13-0-0 2X4(A1) = 2.5X4 a I1—.ny1F 11-7- L1-4-0 1 1_9 15-2-0 _1_ 5-2-0 I 6-0-0 5-4-0 9-0-0 20-4-0 Over 3 Supports R=499 U=180 W=8" R=686 U=270 W=7" R=448 U=223 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 01Y:2 FL 1 R - Scale=.3125" Ft. WARNING** WARNING" TRUSSES RFOUIRE EXTREME CARE 1N FABRICATION. HANDLING. `SHIPPING. INSTALLING All) TO H18 91 /MANGLING ik%TA LL lNG ANO BR AC iNG). PURL ISHEO BY TPI (TRUSS PLATE 1.N`.•TiTU TE. 583 D'ONOFR IO pR .. SUITE '00. NAO I`•GN, N1 %J719), fOP SAFE IY PRACTICES PRIOR TO PERFORMING THESE FUHCTIOMS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M. R,`_ Vf/ fGZIFIC,;v I C L L T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 7 9 7 L8 DATE 0 2 / O 5 / 0 3SMYTHLUMBERCO. iP.IJC iUP.AL PANELS. BOTTOM CHORD S•H ALI HA YE A PROPERLY ATTACHED RIGID CEILING. DR4J SLrUSR352 03016r,,30RooFTRus5DrvE51oNIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED No.42704 i BC DL 10.0 PSFPRODIJCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA.FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRJ—F.S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN s STATE OF BC LL 0.0 PSF 407-2931522 SPEC IF IC ATiOR PU9 By THEBYTHE AMERIC AN FOREST ANO PAPER ASSOC [ATIOkj ANO TPI. AlP[NE GFAX: 407-29991 53 ESHEDCONNECTOR.% ARE HAOE OF 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 T 0 T . L D . 37.0 P S F S E O N 13001 . DUR.FAC 125fAOfFSSIONALENGINEEFXINGORAWINGS160AZ. THE SEAL ON THIS DRAW IHG [NO fCRTES ACCEPTANCE OF PPOFESSIONAL ENGINEERING CERTIFICeATEOFAUTHOROATION09218 R ESDO NSIBIL IT'Y SOLELY FORTHE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABU ITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ARSI)TPI 1-1995 SECTION Z. Feb 05 '03 S P A C I N G 24. 0" 7-FP36 - ZFP36 - R5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 4X8= 120 MPH WIND, 10.48 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 DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIP,EMENTS. 6 1 6 8-0-0 2X4(A1) = 5X4 = 2X4(A1) i'O'O I O'O I_ 9-6-4 _I_ 9-9-12 _1 i WE 19-4-0 Over Continuous Support R=80 PLF U=27 PLF W=19-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE I LIa 0TY:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER. TO .16 91 (HANDLING INSTALLING ARD BRACING!. PUBLISHED BY TPI (TRUSS PLATE CO. T C L L 20.0 P S F R E F R 3 5 2_ -- 7 9 7 2 9 INSTITUTE. 583 O'0RUIN lO OR.. SUITE .00. MA0ISON. XI 5311?), FOR SAFETY PP,ACT(CES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPFP,LY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— F(IRNISH A COPY OF THiS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCT$. INC. SHALL NOT BF. RESPONSIBLE FOR ANY OEYIAiION FP.OFI THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CORFORHANCE WITH TF1: OR FABRICATING, HANDLING. SHIPPING. INSTALLIIG AND BRACING OF TRUSSE 5. THIS DESIGN CONFOR EIS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PV8l1SHEp BY THE AM (CAI FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HARE OF ZOGA AS A653 GRAD GAty. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UXl ESS OTHERWISE LOCATED ON THIS 0ESIG N, PO`.ITiON CONNECTORS PER tIPI fG`' l No.42704 1s STATE OF ! Q' S•' Pr0RIP. T C BC BC T 0 T D L DL L L L D . 7.0 10.0 0.0 3 7.0 0 P S F PSF P S F PSF 7DAI E 0 2/ 0 5/ 0 3 SMYTH LUMBER CO. ROOFTR1155DEV1510N 2722 SouTH APOPKA BLvD. APOPKA. FL 32703 407-299-1 522 FAx: 407-2999153 DRW sLrusR352 e303653I S L T - E N G W MR S E 0 N 13088 DUR-FAC. 1.25EIPROFESSIONALENGINEER(NG f CERTIFICATEOF):Em4oREunQo 99218 1I DRAWINGS 160 ". THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 0ESFGH SHOWN. THE SU1 T A61L IT ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE P,ESPONS181LITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 1995 SECTION Z. v//1fA" VV1rAAF Eeb 05 -.. SPACING 24. 0 A LYI'Sb i LFYSb T- Kb TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 I MIN UWU r'KtF''AKtLJ hKUM LUMF'U ItK 1NFU f rLUAUJ h LJ!MLNZJLVfVl) IUUMI:!tL! C' :MVJJ r,rn. 120 MPH WIND, 10.45 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. 4X8= 2X4` s 2X4=% 6I 1 6 8- 0-0 5X6= 2X4( A1) = 2X4(Al) 1. 0.0 1 0 9 1 O -G - A I 0-0-19 1 19- 4-0 Over 2 Supports '( R= 777 U=263 W=8" R=777 U=263 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 Fl_ 1 R - Scale=.3125" Ft. WARNiNS•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIrr[NG, [NSTALLING ANO RR Ar LNG. REFER TO HIB-?1 (HANOLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE PIN TEP,ORUTE. 583 O'ONOfRIO OR., SUITE 200. MAOISON, WI 537L?1. FOR SAFETY PR0.CTlCES PP.{OR TO PEP, OR KINGTHESE FUNCTIONS. UNLESS OTHERWISE IND ICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIR UCTURAIPANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF 7H35 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE FESFOgSIBLE FOP ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R 3fG ' tlFl MO" 42%O4 Z - i j T C T C BC L L D L DL 20. 0 7. 10. 0 0 P S F P S F PSF R E F R 3 5 ?_ - -7 9 7 3 0 SMYTH LUMBER CO. RooFTRussDlvlsloN DATE 0 2/ 0 5/ 0 3 DRW SLTUSR352 03036532 SLT- ENG WMR 2722SoumAPOPKABLw. APOPKA, FL 32703 407- 299-1 522 FA): 407-29991 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SH[PrING. INSTALLING AND 8RACING OF TRUSSES. THIS DESIGN CONFORMS WITH ArPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF I{ATION P!JBL [SHED BY THE 0.HE0. [CAN FOP.ESi ANO PAPER ASSOC IATIOM) AND TP i. ALPINE ONNfcroas ARE MADE OF 20GA AST A553 GP.dO GAL,. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHF.RWESELOCATfC' ON THIS OESI GN, POSL TION CONNECTORS PEP. 7f s STATE OF S A VVV Q RtC` BC T 0 1•. LL L D . 0. 0 37. 0 PSF P S F S E O N 13104 D U R F A C . 1.25 PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORrZATION tt9218 DRAWINGS 160 A-Z. THE SEAL ON TH[S DRAWING INDICATFS ACCEPTANCE OF rROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AtlS[ 7Trl 1-1995 SECTION ;. VQE1// i t NALf• F ? b 05 s S P A C I N G 24.0 tr.rrs0 - Lr1' 50 - K uNu rMCrAMCLI r V11 ,-, ,-,', I"'U I 11L.-- I ., Ll1 1-1LO,—I — I TOP CHORD 2x4 SP 2 120 MPH WIND, 10.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD Zx4 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. DEFLECTION MEETS L/360 LIVE AND 1-1240 TOTAL LOAD. 4X8= V 0-6-3 F 8-0-0 2.5X4(Bl) 2X4(A1) ioo I_ 9-2-4 _I_ 9-9-12 _1 19-0-0 Over 2 Supports R=697 U=201 W=3" R=771 U=266 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:3 FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, CI HANDLING. SHIPPING. INSTALLING AND BR AC [NG. REFER Tp H[B91 (HANDLING iMSTA LL IXG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR.. SUITE 200. HAD ISON. 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. 114PURTANT•` FURN{SH A COPY OF THIS DESIGN TO THE INS TALLAT[ON fONTRACTOR. ALPINE ENGINEERED PR 00 UC 7$, iNC, SHALL NOT BE RESPONSIBLE FOR ANY OEVIAT ION FROM iH{S OE`+IGX; ANY FAILURE TO BUILD THE TR USSE `+ 1N CONF OR HANCEWITH iPi: OP. FABR (CATlNG. HANDLING. SH IPPIXG. INSTALL IDE AGO BRACING OF TRUSSES. THIS DESIGN CONF OP.MS WI TN APPLICABLE PR 9VIS{DNS OF NO•+ (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AHERICAN FOREST 4N0 PAPER ASSOCIATION] ANO TPI. ALPINE CONNECTORS AP.E MADOF ''0GA AST A653 GR40 GALV. STEEL. EXCEPT AS MOTEO. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERw 1FI . fG :• Ne" 42704 1 : 7C _ s STATE OF Q` S• s. R ,•'1 I C T C BC B C TOT. L L D L DL L L LD. 2 0. 7. 10. 0 0 37. 0 0 0 0 P S F P S F PSF P S F PSF R E F R 3 5 2 - 7 9 7 3 1 SMYTH LUMBER CO. ROdFTRussQrvrsloN 2722 SOUTH APOPKA 8LVD. APOPKA, FL. 32703 407- 299-1522 FAX 407-29991 53 DATE 0 2 / 0 5 / 0 3DRW SLTIJSR352 03036633 S L T - A ENGWI'IR SEON 13112_ D D RF A C . 1 . 2 5 PROFESSIONALENGINEERINGCEIMFICA3E OFAUTHORIZAMON #9218 DRAWING$ I60 AZ. THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLECY FOR THE TRV $S COHPQ WENT DESIGN SHOWN. THE $U1iABll I1Y AND US£ OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEP. ANS[( TPI 1-199S SECTION Z. A' tir Fe b05 • - SPACING 24 0- 1F[`Jb IFF'3b+- K8 C I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY iRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3, W6 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.13 to 54 PLF at 15.17 TIC From 81 PLF at 15.17 to 81 PLF at 28.33 IC From 54 PLF at 2.8.33 to 54 PLF at 39.13 BC From 4 PLF at 1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 38.00 BC From 4 PLF at 38.00 to 4 PLF at 39.13 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 12.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIP.EMENTS. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT P.EOUIP.EMENTS. SHIM ALL SUPPORTS TO SOLID BEARING. 2 3X6 W 5X4 2.SX4 - 6r— W6( 5X6- W3 3X61 6 3X6 1 5 X 6:- 6X12= 3 4-7-0 5 X 6 % 8-0-0 2.5X4 III 5X8= 3X6(F1) 3X6(Al) E 19-2-0 19-0-0 19-0-0 fE 38-0-0 Over 3 Supports R=585 U=226 W=8" R=2085 U=606 W=4" R=621 U=226 W=8" Note: All Plates Are 142X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R Scale 1875" Ft. WARNING" IRUSSES REQUIRE. EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M T C ILL 20.0 P S F R E F R 3 5 2-- 7 9 7 3 28RACING. REFER TO H18-91 (HANOLING INSTALLING AHD BP.AC[NG). PUBLISHED BY TPI (TP.USS PLATE INSTITUTE. 583 O'DNOFR10 DR., SUITE 2DO. MAOISON, WI 53719). FOR SAFETY PPACTICES PRIOR TO PERf THESE R'eA1/(,-/ tIFI `•,-, SMYTH LUMBER CO. ORFUNCTIONS. UN!.E S$ OTNERW[SE {gDIC ATED. TOP CHORD $HALL HAVE PROPERLY ATTACHED STR UCTUR At. PAq ELS. BOTTOM CH OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C D L 7.0 P S F DATE 0 2 / 0 5 / 0 3 DRW sETusRsz o3oa5c'aROOFTRUSSDIVISIONIMPORTAN7`• FURNISH A COPY 0f THIS DESIGN TO THE INS 7AL LAiION CONTRACTOR. AC Tp0.. ALP lNE ENGINEER EO HALL tf NO.42%O4 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. PRODUCT$. INC. NOT BE RESPOkS18lE FOP. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 BUILD THE TRUSSES IN CONFORMANCE KITH TP E: OR FABRICATING. HANDLING. SNIPPING. INSTALL ING AND SLT-ENG WMRAPOPKA. FL. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO$ (NATIONAL DESIGN SPECIFICATION PIUBLISHfO BY THE AMER IC AN FORESTPAPER ASSOCIATION) AND TPI. ALRINE j L STATE OF . BC LL 0.0 PSF SEON 13058 ao7-zvslsz2 A CONNECTOR$ Aq f: MADE OF 20GA ASTH A653 GR AO GAL Y. SiEEI. EXCEPT AS NO TEO. APPLY rPINEC TORS TO Pr v TOT.LD. 37.0 PSF FAx: 407.299a 153EACH. FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R Dl1R. FAC. 1.25 PROFESSIONALENGINEERINGDRAWINGSl50AZ. THE SEAL ON THIS OR AWING lNO ICA TESACCEPTANCE OF PP.OFESSIOWALENGINEERING 1a`E° O RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESkGW SHOWN. THE SUIT481LETY AND USE OF THIS vll Ir CERTIFICATE OF AUTHOREZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER.. PER F e b05 1-1995 SECTION 2 SPACINGANSI)TPISEEABOVE LYrSb - LI-rJ0 - KJ) TOP CHORD 2x4 SP #2 J3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B1 2x4 SP #1 Dense: WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 6X6= IJ UY!'J nCrhn;,'J .- \1 n ii... i./ _v .. , ,..+- 120 MPH WIND, 12.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. 2.5X4 2.5X4 T3 6 r 6X12= 1 6 5X6 5 X 6 A) 4-7-0 3 61 5X6 ; 8-0-0 3X8(F1) = 2X4111 7X8= 3X6(Al) 1-0 0 1.0-0 19-0-0 19-0-0 _ ') 38-0-0 Over 2 Supports R=1468 U=438 W=8" R=1468 U=442 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a OTY:4 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOULRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER. TO HIB-?1 (HANDLING INSTALLING ANO BRAC INGI. PUBLISHED PY TPA[ (TRUSS PLATE I MSTITU TE. 583 O'ONOFRIO OR.. SU [TE 200. HAOISON. WI 5?1131. FOR SAFETY P0.CTICES PR (OR TO PERF ORING THESE FUNCTIONS. UNLESS OTHERWISE 1ND(CA TFO. TOP {HOBO SHALL NAPE PROPERLY ATTACHED STRUCTURAL PANELS. BO 170M CH0R0 SHALL HAYE A FROPEP.LY ATTA{XED RIG 10 CEILING. IMPORTANT" FUR.N2SN A COPY OF THIS DESIGN TO THE INSTALLATION CONTPACTOR.. ALPINE ENGINEERED CP.000LiS. 1NC. SHALL NOT BE P.ESPONSIBLE FOR ANY CFVIATION FROM THIS OESIGN; 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 SPEC[FICAT[ON PUBLISHED BY THE AMER(CAH fOREST AMD PAPER ASSOCIAT10N1 AND TPI. ALPINE CON NE{TORS ARE MADE OF Z06A ASTM A653 GRaO GAIY. STEEL. EXCEPT AS, N01E0. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN0 UNLESS OTHERWISE LOCATED ON TMI`. DESIGN. POSITION CONNECTORS PER M R p IFI `'. II f(4' 1 t N.4Z7d4 ' 1 t * s STATE OF S• t0A1P'c' 4, T C T C Bl BC TOT L L D L DL L L L D . 20.0 7.0 10.0 0.0 37.0 y P S F P S F PSF P S F P S F R E F R 3 5 2-- 7 9 7 3 3 DATE 0 2 / 0 5 / 0 3 SMYTH LUMBER CO. RooFTRussDm5lon 2722 SOUTH APOPKA BLvo. APOPKA, FL 32703 407-299-1522 FAx: 407-2999153 DRW SLTUSR352 03036635- S L T - E N G / W M R S E 0 N 13166 D UR F AC 1.25PROFESSIONALENGiNEENiNGOR.AWIHGS 167 A-Z. THE SEAL Ox THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPCN STB ILIiY SOLELY FOR THE TP.0SS COMPONENT DESIGN SHOWN. THE Ski 1 81LITV AND USE OF THIS Y(U! SPACING 24.0" GEFMFICATEOr-XUTHORI7AMNl#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIJTPI 1-1315 SECTION Z. Feb 05 LFYSb ,' LPF'SO''- Ki.U) A t I HIJ LIXI, FKtFAKtV FKUM L,UMFUItK INFUI tLUAUl h Ui. P1t N-,IUNJi JUbMI I ItU bT IKU,J 'Ir K. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense :B2, B3 2x4 SP #2: WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 120 MPH WIND, 12.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP 8, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.34" DUE TO LIVE LOAD AND 0.28" DUE TO DEAD LOAD. 2.5X4 ? 2.5X4 6 6 5X6 = 5 X 6 B2 6X12= B3 3 3 5X6% 5X6= 8-0-0 3X8(F1) = 3X8(F1) 19-0-0 19-0-0 fE 38-0-0 Over 2 Supports R=1468 U=439 W=8" R=1468 U=439 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:20 FL 1 R Scale 1875" Ft. WARNING" TPUSSES REQUIRE EI?REHE CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO HIB'91 (HANDLING INSTALLING ARO BRACING). PUOLI''HEO BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO OR .. SUITE ZOO. MAOISOM. MI 53T13I. FOR SAFELY PRAC7[CES CR [OR TO C ERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHOPS SHALL HAVE PROPS R.LY ATTACHED T C TT C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 7 9 7 3 4 DATE 0 2/ 0 5/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PPOPERLY ATTACHED RIGID CEILING. G'(IFIc4'•, IGV 7''% DRW SITUSk352 0303 53ROOFTRUSSDIVISIONIMPORTANT;* FUP.NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOP.. ALPINE ENGINEERED j NO.412704 B/C OL 10.0 PSF 2722 SOUTH APOPKA BLvD. PPODUCTS. [XC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO 7Hf TRLISSES IX CONFOP. MAMC E WITH TPI: OR FABRICATING, HANOLSNG. TALI SLT-ENG 41MRAPOPKA. FL SHIPPING. INS ING AND SPACING OF TPUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN Bl, LL O.O PSF32703 4O7-Z -1 J22 NATIONAL SPECIFICATION PUOL(SHEO BY THE ANERICAN FOREST AND PAPER ASSOCIATION) ANO iPi. ALPINE STATE OF FA): 407-Z939153 CONNECTORS ARE MADE OF <'OGA ASTM A653 GR4O GALV. STEEL. EYCEPT AS NOTED APPLY rONNECTORS TO EACH FACE Of iP S. ANO UNLESS OTNERWISE LOCATED ON tNIS OE SIGN. POSITION CONNECTORS PER PMID •_ T 0 T. L 0. 37.0 P S F S E 0 N 1 3 1 4 3 DUR.FAC. 1.25PROFESSIONALENGINEERING DRAWINGS 350 A Z. THE SEAL ON THIS DRAWING INO;CAT!S ACCEPTANCE OF PROFESSIONAL ENGINEERING RFSPONSi6Il 1TY SOLELY FOR THE TRUSS COMP ONEXT DES (GX SHOWN. THE SUITABILITY AND USE OF THIS ALA CERTIFICATE OFAUTHOREE TON 99218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 05ANSITTPI1-1995 SECTION SPACING 24.0" ZFFSb - LtY.Sb - K11 I HLI) LINU FRt FAHtLI tKUM k_LIM'UI tH IryF'UI (I-U ALIJ h UL PIt1Yl1UMJi JU131-iIt, rU GI Inl1 I '.I I. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1, B2 2x4 SP #3: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TIC From 54 PLF at -1.13 to 54 PLF at 17.00 TC From 81 PLF at 17.00 to 81 PLF at 39.1.3 BC From 4 PLF at -1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 38.00 BC From 4 PLF at 38.00 to 4 PLF at 39.13 6X6= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REOUIRED. 120 MPH WIND, 14.81 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 DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. A) # 3 OR BETTER SCAB BRACE. SAME SIZE & 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 2X4 (**) III 1OX10 5X6% 5 X 6 6 r— 1 6 A) 5X4 3 16XI2= 4- 1-0 2X4(**) I11 3 5 X 6 10- 0-0 3X6( A1) = 5X6 = 3X6( F1) 1ao 1 0-0 19- 0-0 19-0-0 17- 0-0 2.0.0 19-0-0 38- 0-0 Over 2 Supports R= 139 PLF U=40 PLF W=17-0-0 R=1167 U=355 W=8" i Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE OTY:l FL i R Scale 1875" Ft. WARNING" TRUSS E5 REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND F CL L 20.0 P S F R E F R 3 5 2-- 7 9 7 3 5 BRACING. REFER TO H!B-?1 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPi (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO OR „ SUITE 200. HAD ISO N. WI 5311?). FOR SAFETY PRACTICES PP.iOA TOSIFi PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED. TOP CHOP.O SHALL HAVE PROPERLY ATTACHED 37( T C D L 7.0 P S F DATE 0 2/ 0 5/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. N0. 4.2704ROOFTRUSSDIVISION IMPORTANT`• FURNISX 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 s * 7 BC DL 10.0 PSF DRW SLTUSR352 03035531• S L T - E N G / W MR 2722SOUTHAPOPKASLVD. APOPKA. FL 32703 BUILD tHE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AN O BRACING OF TRUSSES. HSS DESIGN COWFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 STATE OF B C I. L 0.0 P S F 407- 299.1 522 SPEC fF !CATION PUDL iSHED BY THE AHER ICAN FOR ESF AN0 PAPER ASSOCIATION) AND TPI. ALPINE j RtdFAx: 407.29991 53 CONNECTORS ARE MADE OF 2OGA AS TM A653 GA AC GAL Y. STEEL EYC EPY AS pO tEb. APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHEP,W ISE LOCATED ON THIS OESI GN. POSITION CONNECTORS PER g••a0 IYAEE T 0 T L D . 3 7.0 P S F S E 0 N 13080 D U RF A C . 1.25 PROFESSIONALENGINEERINGORAWTNGS160A-Z. THESEAL ON THIS ORAviN6 INOtCAT!. A10EPTANCI. OF PR OFf.SSIDHAI. ENGINEERIRG P. E SPONSIB ILITY SOLELY FOR THE THIS COHPONE NT DE5I6N SHOWN. THE SUITABILITY AND' USE OF THIS CEFMMCA? EOFI4umopRATpN#92TCi. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 05 '03 SPACING SEE ABOVE ANSIJTPI1-19?5 SECTION :. t 4I-1'51) j: K L ) I HIN LIKU FKtFAKtU tHJI'i (,JMFUItK iNFJI ;LUAU? N U1MtN:)1 JNZ)) JUbMII ItU *T IKUJ:I nrN. TOP CHORD 2x4 SP m2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP #k3 5X4= 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6(— 6 5X4= 13 3E_ 8-0-0 2X4(A1) 55 2X4(A1) LL2 6-0-0 i QE 6-0-0 VE 12-0-0 Over 2 Supports R=506 U=242 W=8" R=506 U=242 W=8" PLT TYP. Have TPI-95 R Design Criteria: TPI STO 0TY:2 fl_ 1 R Scale =.375" Ft. WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-?1 (HANOL:NC INSTALLING AND BRACING). PUBLISHED BY TPI (TP.USS PLATE INSTITHIN HES O'ONOFRIO DR „ SUITE ZOO, NAO[SON, 11 537131. FOR SAFETY PRdC710ES PRIOR TO PEPFORNING THESE FUNC7[ONS. UNLESS OTHE0.WJSE INO[CAtEO. TOP CHOP.O SHALL HAVE PRO PEP.LY ATTACHED`GSMYTH R,qyiFI"'Yr.,TCrtlNo.42704 I C L L DL Z O.O 7.0 P PSF S F R E F R 3 5 2-- 7 9 7 3 6 DATE O2/05/03LUMBERCO. STRUCTURAL PANELS. BOTTOM ROOF TRUSS DIVISION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING." IMPORTANT'• FURNISHaCOPY OFTHISDESIGNTO THE INSTALLATION CONTRACTOR. ALPINE EN61NEEPEO PRODUCTS. INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AN'Y FAILURE TOji BC DL 10.0 PSF DRW SLTUSRj52}36fZ] 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OP. FABR.ICAT ING. HANDLING. SHIPPING. INSTALLING AND 7f S 7fSTATEOF BC LL 0.0 PSF SLT-ENG WMRAPOPKA.FL 32703 407-299.1 522 RPACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATJ0N PUBLISH COBY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE'. P FAX: 407-299-9153 CONNECTORS ARE MADE OF 20GA ASTN A653 GRAD GAL,. ,TEFL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR1OC' S AIAE TOT. LD. 37.0 PSF SEON 12048 D U R F AC . 1.25PROFESSIONALENGINEERINGOPAWINGS1611AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL EN61NEEPING GEF1nFlC/1TEOFALTTHORIUTIONteg2lp RESPONSIBILIi'Y SOIELY FGR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY A,NO USE OF THIS COHPONENT FOR ANY PaRi(CULAR BUILDING IS THE RESPONSiBILiTY OF THE BUELOIN6 DESIGNER, PER ANSP TPI /'1995 SECTION F?b OS '03 SPACING 24.0" JREF 1501352 Z13 1 ' ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 l" BRACE 1 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B S 1 / #2 3' 5" 5' )I" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10, 11" 11' 3" 13. 1" 13. 5" P F 3 T 4" 4' 11" 4• 11" 6' 5" 6' 5" 6' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" Z L7 F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 6' 4" 10' 0" 10' 0" 13• I" 13' 1" W 11 STANDARD 3' 3' 4• 2" 1 4' 2" 5' 6" 5' 6" 1 7' S" 7' S" 8' 7" B' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 6' It" LO' 11" It' 10" 13' 1" 14' 0" P 2 3' 8" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" 8' it" 10' 1t" it' 10" 13, 1" 14' 0" 7t 3 T 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q c\2 DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" IT 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' B" 7' 7" 7' 7" 6' 9" 8' 9" 11' 11" it' II" I 2 3' I1" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5• it" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" TJ 0 STANDARD 3' 10" 5' 1" 5' t" 6' 9" 6' 9" 9' 1" 9I" 10' 6" 10' 6" 14' 0" 14. 0" j 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 A 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3'• 12' 6" 13' 6" 14' 0" 14' 0" tD 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14. 0" DFL STUD 4' 0" 6' 1" 6' l" 8' 0-8' 0-9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4. 4" 7' 5" 7' 7" 6' 9" 9' 0- 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" SPF34' 2" 6' 11" 6' II" 8' 9" 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" 14' 0" HF STUD 4' Z" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14• 0" j 0 1 1 STANDARD 4' 2" 5' I " 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" 1V 4" 13 10" 14' 0" 14' 0" 14' 0" CP24' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" It' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' S" 7' 1" 7' l" 8' 9" 9' 3" 10' 6" 11' 0" IT 10" 14. 0" 14. 0" 14. 0" 4 DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' O" ISTANDARD4' 4" 6' 1" 1 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 1 12' 5" 14' 0" 14' 0" SYMM 2X4 p2N OR BETTER DIAGONALBRACEOPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL I6" * + BRACE IS USED. CONNECT I LDIAGONAL BRACE FOR 670p L. BRACE ATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 1 ** 2X4 SP OR DF-L #2. OR BETTER DIAGONAL r VERTICAL LENGTH SHOWN BRACE; SINGLE OR l6" IN TABLE ABOVE. DOUBLE CUT L + ASSHOWN) AT L UPPER END.LF ONTlNUOUS BE ARINCONNECT DIAGONAL MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE FOR At, BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR l z ISTANDARD. z 1 STUD 3 1 STUD 1 1 #3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR t k RTR t SOUTHERN PINE DOUGLAS FIR -LARCH I t z GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0. OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. FOR ( 1) "L" BRACE: SPACE NABS AT 2' O.C. IN IB" END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NAILS AT 3" O.C. IN IB" END ZONES AND 6" O.C. BETWEEN ZONES. L` BRACING MUST BE A MINIMUM OF BO% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0". BUT LESS THAN II' 6" 2X4 GREATER THAN it' 6" 2.5X4 II+ REFER TO COMMON TRUSS DESIGN FOR I PEAK, SPLICE. AND HEEL PLATES. Ij 1 4NINV r ` " ' - THIS DRAWING REPLACES DRAWING A10030E VARNING- TRUSSES RECUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF ASCE7-96-GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, VL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SHALLy, 7TN, 42704 DATE 09/10/O1 SMYTH LUMBER CO. HAVE PROPERLY ATTACHEDPR RIGID CEILING. ERLY D STRUCTURAL PANELS AND BOTTOM T014CHORD SHALL HAVECAORDC DRWG A12030EC0901 ROOFTRUSSDIVI910NrIMPORTANT -a FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG 2722SOUTHAPOPKASLVO. DESIGN; ANY FAILURE ToBUILD THE TRUSSES IN CONFORMANCE WITH TPI/ OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH A••• STATE OF n. APOP/ A. FL 32703 407. 2951522 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECtFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA s ••, A OF( ASTA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF O i `Q TOT. LD. 60 P$F OTHERWISELOCATEDNTHISDESIGN, POSITION CONNECTORS PER SSDNGDRAWINGS160THESEALOCOMPONENTHISOFORR _ rt•("• iA/%''j_(/0 ESSENGINEERINGNTUNLESSCATESEPBDESIGNSOLELYTHEaSHOPROFESSIONALl+£ v NrtCEnFPROFESSIONAL921SUITABERIITRARESPONSIBILITYS. EOFTIANYAWINGPARTICULAR PACRTICULEIGRESPONS[Bill7Y OF THE BUILDING DESIGNER PER ANSI/TPI 1-1995 SECTION 2. IIhN.I.•r:r•('ti N MAX. SPACING 24.0 GABLE DETAIL FOR LET -IN VERTICALS TYP. RIGID SHEATHING 4 TOENAILS T" REINFORCING., MEMBER GABLE TOENAILS TRUSS SPACED AT 4" O.C. 4 TOENAILS CEIWNG GABLE VERTICAL PLATE SIZES 2)REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP. USE A SINGLE PLATE TO SPAN THE WEB. exAMPLE: 2* 2X4 A M VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP* LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0'. BUT LESS THAN !t' 6' 2X4 2X8 GREATER THAN ll' 6- 2.5X4 ZSXB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH `T" REINFORCING MEMBER WITH HAND DRIVEN NAZIS: IOd COMMON TOENAILS AT 4" O.C. PLUS (4) l6d 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, A10015EN0899, A09015EN0899, A08015EN0699. A07015EN0699 A33030EN0899, A10030EN0899, A09030EN0899. A06030EN0899. A07030EN0899 ASCE 7-96 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901. A08515EC0901 A13030EC0901. A12030EC0901, A31030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699. 510015EN0699, 509015EN0699, S08015EN0699, 507015EN0699 511030EN0699. 510030EN0699, 509030EN0699. S08030EN0699. 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. zxa TO CONVERT FROM "L" TO "T" REINFORCING MENDERS. MULTIPLY "T' FACTOR BY LENGTH (BASED ON CABLE 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 "f" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRACEI WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 LIPIi 15 FT 2x4 IO 7. IO 9. 2x6 40 7, 50 7. ILO MPH 30 FT 2x4 l0 7. 10 7. 2x6 50 7. 50 7. 100 MPH IS FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. IO 7. 2x6 40 7. 40 R 90 MPH 15 FT 2x4 20 7. 0 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 IO 9. 10 7. 2x8 30 7. 50 z 80 MPH IS FT 2x4 0 7.20 7. 2x8 0 R 30 7. 60 MPH 30 FT 2x4 20 9. 10 7. 2x6 20 7. 40 7. 70 MPH is FT 2x4 0 9. 20 7. 2x6 a % 20 z 70 MPH 30 FT 2x4 IO 7. 20 9. 2x6 10 9. 30 9. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT 30 FT GABLE VERTICAL = 24" O.C. SP p3 T" REINFORCING MEMBER SIZE = 2X4 C" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 I) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED CABLE VERTICAL LENGTH 1.10 x 8' 7" = 7" 3" DRAWINGS GAB98117 876,719 & HC26294035 WITH VARNING-+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, NSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED r,.••••••. -•I q• REF LET -IN VERT BY TPi (TRUSS PLATE INSTITUTE, 563 D'ONUFRlO DR., SUITE 200, HADISON, vI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND H07TOH CHARD SHALL Jvya4% 1 •V ('• V DATE 10/24/01 SMYTH LUMBER CO. ROPERLYCEILING. 1. 1 y, I ROOF TRU55 DIVISION THISI)E$IGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS N o. 4 270 4 7 DRWG GBLLET[N1001 ENG DLJ/KAR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI1 OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS c ;• AND ARE VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT U, 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 bIAX.I— - W2X4 W2X4 W2X4 8-0-0 MAX-- W2X4 16-0-0 W2X4 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. NAILE W2X4 W4X4 i -IIF OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON RUSSES I PARTIAL FRAMING 20-0-0 MAX (++) AT 9f OC PLANT,`II)Y11;1UIIUI+III SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING—`•// THIS DRAWING REPLACES DRAWING A105 WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, !IINSTALLINGANDBRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED, %,. ETC BY TPl (TRUSS PLATE LL 30 30 40PSF REF VALLEY DETAILINSTITUTE, 563 D'ONOFRIO DR., SUITE 200. MADISON, WI. 53719) FORSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED,: TOP CHOR0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALE •: S MYTH LUMBER CO. C DL 20 15 7 PSF DATE 06/25/99 HAVE A PROPERLY ATTACHED RIGID CEILING. NO.42704IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI Roar TtaU55 DIVISION DL LO 10 10 PSF DRWG VALTRUSS0699ENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = * DESIGN; ANY FAILURE ENG MLH/KAR2722SOUTHAPOPKABLVv. TO BUILD THE TRUSSES IN CONFORMANCE 'WITH TPII OR FABRICATING, _ HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH C LL O O 0 PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA5 Q OT. LD. 60 57 PSF55ASTMA653GR40GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF Q •• x. FAx: 407.299-9153 'TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER / Q P,••_` DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL/// •• ` O RPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE / ,(1 (', SUITAHILiTv ArJp USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y// vs•/••••••••f•-N` V \ CERTIFICATE OF ALM40RIZATION 99210 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSVTPI 1-1995 SECTION 2. ////i._ MW, At G`'.. \\\\ DUR.FAC. f.25/1.33 t.i5 I.IS SPACING 24" 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" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11"-2". RAFTER FOR IX4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN IX4 "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 j 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) F(A) C) ( B 3) 16d BOX NAILS 0" TYP. (B) j /-(2) 16d BOX NAILS, TOE —NAILED (TYPICAL) f RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE —NAILED THRU CRIPPLE INTO RATED SHEATHING SMYTH LUMBER CO. ROOF TRU55 DIVISION 2722 SouTH APOPKA BLvO. APOPKA. FL 32703 407-299.1522 Fix: 407-299-9153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORmmioN 0921 WARNINU- TRUSSES REDUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'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 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING 1 MPORTANT> FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEENGiNEEREDPRODUCTS, 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. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ANDUNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i DRAWINGS60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE — NAILED RATED SHEATHING 3) 16d BOX NAILS, TOE —NAILED PARTIAL FRAMING PLAN 1- umA1V1`1 IiSVJJAJ Al G'F uI- SUPPORTING TRUSSES AT 24" OC MAX SPACING BC t No.42704 p it TO o :• STATE OF 3) 16d BOX NAILS, TOE —NAILED me" 001V THIS DRAWING REPLACES DRAWING V105—CONV LL 30 30 40 PSF REF CONY. VALLEY DL 20 15 7 PSF DATE 06/25/99 10 10 PSF DRWG VALCONVF0699 1L1000OPSFENGMLH/KAR LD. 60 155 157 PSF 1. 25/1 3311.1511.15 NG SEE ABOVE N A1- TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL 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 'COP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12J//2 OR BETTER A E - F. - A A EITHER PLATE LOCATION IS ACCEPTABLE i B 12 * 12 MAX 20' FLAT TOP CHORD MAX SPAN II B B OPTIONAL V- SPLICE B F/T gD B D-SPLICE B 2' T B B MR SIN .* * I\\ * fl '* ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. WARNING- TRUSSES REOUIRE 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 SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. RICAHANDLING, SHIPPING. INSTALLING ANDTBRACING IOFCTTRUSSES. DONFRMANCEESIGNITHTCONFORMSPI; OR FABWITHTING. APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407. 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: A07-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTTIORI7ATION /192i SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, 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 (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 " T" BRACE. SAME GRADE, SPECIES AS WEB 7' 9" TO 10' MEMBER, OR BETTER. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. Zx4 " 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 o a 2.. O O o 0 0 0 r 8 1/4" AIVING REPLACES DRAWINGS 634,016 634,017 & 847.045 IV INy y MAX LOADING REF PIGGYBACK r. a Q.,.•••••.. SIFICq ••.•! p T,• 55 PSF AT DATE 06/25/99 1. 33 DUR. FAC. DRWG PIGBACKBO699 No. 42704 50 PSF AT ENG DU/KAR 9. 25 DUR. FAC. a'•, STATE OF 47 PSF AT i1. 15 DUR. FAC. oXi - X Q R I P'..\ ACING 24.0„ N s/ON W. E.N,` BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS («*) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 ' 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231 # 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 # 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5 9 8 7 7 6 4 ++ 9.5" 2X88 MAX+ TRULOX18« MAX4 3X8 3X12 TRULOX 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE iii1t1i1Wi11l j jS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 537193 FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL IF Cq •, 7 ,`• TC LL PSF DL PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. i•Q G •••• Bt DL 10.0 PSF DRWG BCFILLER0699 ROOF TRU55 DIVISION IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG DU/KAR2722SOUTHAPOPKA6LV0. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO. 42704 CCLL - PSF APOFKA, FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE j'Qg407-2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA LD. - PSF FAx: 407-299 9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC. 1.0/1.15/1.25/1.33PROFESSIONALENGINEERINGDRAWINGSI60A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Ip •. CERnfiCATEOFAUrHORZlS10N••921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O •••G Qf•• ACING 24.0 STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 1 #2 2 DENSE OR #1 N 2-00-00 1 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 1 * # * I 1 — ' I 5' R=463#. W=3.50- END AND CORNER JACKS 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMIv10N TRUSS 1#1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 J 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 W3X4 ORSIMPSON 3J4" JJ_ TNJA26 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), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, Wt. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE 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 PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHE CERTIFICATE OF AUtHORIIATION 89218SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK c~ NSF No. 42704 o STATE OF 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 FAC. 1.33 ING SEE ABOVE ONAI 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 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: 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 NTUi THIS DRAWING REPLACES DRAWING 579,640 WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIP-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR IT 1, FWATC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. ON NV .•F17C'• J .•[ qr•Q% G DL PSFTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. n i B(s DLIMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, 2` * • ,fNO.42704 •. PSF L_ DRWG BRCLBSUB0699 27225ourHAPOP1uBLvo. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH ISC_LL PSF ENG MLH/KAR APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST AND PAPER TOT LD. PSF407.2539.1522 AMERICAN ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF a STATE 0 FFAx: 407.299-9153 TRUSS AND, UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL iQ ', FAG. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i ••' CERTIFICATE OFAUTHORIunONM92113RESPOSUITANSIiBILITYTY DOFSTHEFBUILDING DETHISSIGNER.ENTOPER NANSI/ PIIlt199-3 SECAR TIONNGI2.THE S0••'C Op r.a ACING f