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121 Venetian Bay Cir - BR04-001218 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940. CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER. FEE FEE s SUBDIVISION V& %,* PERMIT e i DATE 9 9 d y J [grgpi4UEaiY -- Cityof Sanford Certificate ofOccupancy This is to certify that the building located at 121 Venetian Bay Cir for which permit number 04-1218 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: R. Gibson Public Works: R. Buckner Utilities: R. Blake Fire Department: Zoning: Morrison Homes Property Owner 07/ 21 /04 07/23/04 07/22/04 07/23/04 Q)3 YV- _ QO,,, „` 07/23/04 Building Official Date CERTIFCATE OF OCCUPANCY'"' m REQUEST FOR FINAL INSPECTIO 7/a SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/20/04 04-1218 121 Venetian Bay Cir Morrison Homes Chris 407-948-4893 1 \ oq b der C-fir A / ', The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated. ngineerin 0, ublic Wor OUtilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) c i CERTIFCATE OF OCCUPANCY f REQUEST FOR FINAL INSPECTION 11 1 1 1 1 k SINGLE FAMILY RESIDENCE I 1 1 I I I I I 1 I DATE: 07i20iO4 1 I 1 I I1 I I I 1 1 I PERMIT #: 04-1218 r ADDRESS: 121 Venetian Rav V.- aw Q1 1 I CONTRACTOR: Morrison Homes a: w b' G t t 4t a- La 11 0 LAa c 1 c PHONE #: Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated. Engineering Public Works z3/may Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 7/22/04 08:26:51 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5 View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240675 23.19.30.502-0000-0720 121 VENETIAN BAY CIR Free -form information LOT 72 *********** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1218 PD 2-27-04 SEE REC#6450 3/4"WA METER SET FEE $190.00 PD 2-27-04 REC#6450 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/20/04 04-1218 121 Venetian Pay Cir Morrison Homes Chris 407-948-4893 The building division has prepared a Certificate of Occupancy for the abovelocationandisrequestingfinalinspectionbyyourdepartment. After yourinspection, please sign off and date the C. O. or submit addendum if it hasbeendeniedorapprovedwithconditions. Your prompt attention will beappreciated. ngine ,ti__ 7 z , o Public Works Utilities Fire N/A_ Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 10-03-203 9:04AM FROM 1-1 Pcriait # -. " DcicripWa of Work: 6liawnc Disuict: Zoning: CITY OY SANVOU D YY. 4urr APPLICATION n Date: Valut of Wark: S p"mirT pc: Building Blccaical Mccb:tlti,cal Pluu biug Firc SJuittklcr/Alanu Pool e.1% rical: Ncw Savior, — 0 of AMPS A"tion/Alwndiott CLAW of Savice Temporary Polc Muehaoicol: Rca7duuial Non-Rrsidcatial Rcplacemau Ncw (Duct Layout & Furagy Cale. Hequind) P. 2 Pluwbj4 Ncw Cotucuatvial: M ofFixmtts m of Wwcr & Scwcr Lows 0 of Gas L,incs Plutubing,/New Rezidtntial: ti of Watcr Closets .2 ._. plumbing Rtp,ajr — Residential oc Comffi rCial Occupancy Type: Residcntinl Commercial ludusuial Total Square Footage: Louatruclioa Typr tt of Stories: N of D rrlling Units: Flood 2.une: (FlrMw form rcq+rired fur oeuec thou X) z"sn s YareCI 0: 41 I' S' II Oweersbip & L,cgal Dcrcrlpdon) f' .LL lLi7 _ J% `L JOwncraNrmu . Additar: C v.c r N.tas & Aadraaa X' J - Y_1 i h rr G G f tC! Jute Lruase 'Nu her• PAoat 4 Fax bontlius Gou,pauy: Addnas: tar{gage Afchi{cWL;ugiuccr: Phoac: Addrvss: Fax: Apphcauon is hereby made to obtain a permit to do thc'work and insollations as indicaud. l c"fy that ao work or inSUllation hit coauncaccd prior to the issuance oft permit and that all work will W performed to meet standards of all laws regulawts cooutructiuo w ibis jurisdiction. I uttdcrarand uwt a separate pcmtit must be ucurcd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc, OWNER'S AFFI DA VIT: 1 certify aloe all of the foregoing information is accurate and Qtat all work will be done is compliance with all applicable laws roP,ula4ne, construction andzonitu. WARNING TO OWNER; YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUUlt I't.Y ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOM KSCORDING YOUR NOTICE OF COMMENChMI-.NT. aallCE In addition to the ttquirementi of thu permit, there may be additional restrictions applicable to this property that may bt found in the public records of this county, and thete mry W additional permits required from other govcrrunental onuties such as water managcmcal districts, start agencies, or fcdcral ugencia- Acceptance of permit 4 vcrifie"a thu I will notify the owner of the property of Lht requirtoterus of Florida Lien Law, FS 713. Signature of Owner/Agcnl Datc Signature of ConIr4P6f1AZcnI Date Pratt OwncdAgcnt's Nitric Sisrtaturc of Notary -Smote of Flonda Date Print Contractor/Asctu's 11 na urn of Noury-Swt Cof Florida Uatc George Stokes UwncdAgmt is _ Personally Known w Me or, Contractor/Agent is, Pcrzonally Knownl o' My Commission DD024871 Produced IU _ Produced ID Expires May 13 2005 APPLICATIUN AYPROVdU 6Y: Uldj: Zoning: Utihucs: Initial & Datc) (Initial do Dstc) FD: Initial & I)Qc) (initial & Date) SpacirJ Conditions: -, Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) d1/-iafy July 20, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 72 Venetian Bay, 121 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 121 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 72, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates I Darae L. Przemieniecki , P. .M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy, Number' MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number' 121 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 72 ; ` VENETIAN BAY " PLAT BOOK PAGES PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement orenclosure) 14. 1 ft.(m) o b) Top of next higher floor NA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) 00 o d) Attached garage (top of slab) 13. 8 ft.(m) w c , o e) Lowest elevation of machinery and/or equipment a 2 Q servicing the building (Describe in a Comments area) 13.5 ft.(m) AC Service E (y o f) Lowest adjacent (finished) grade (LAG) 13.4 ft.(m) Z N C o g) Highest adjacent (finished) grade (HAG) 13.5 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 (flood vents) in C3.h NA sq. in. (sq. cm) kProiessional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue A Altamonte Springs FL 32714 A DATE TELEPHONE 7-20-04 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 121 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number —(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS CITY STATE ZIP CODE DATE TELEPHONE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G449) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions Herz 4* .1880ciateB Inc Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING L 1 S 89° 59 `43'W L 2 N 89°59'43'E LOT 88 6' WOOD FENCE ON PROPERTY — CORNER 0.1 LOT 71 inin LOT 87 LI LOT 72 DISTANCE 50.00' 50.00' A- GRADING in. 5.500 SO. FT. N cn •o F77771 3.CZ o 40.0' O Oc O O _ O 1846) LANTANA a - O ELEV. A.B & C' SINGLE FAMILY m RESIDENCE rn y rn FIN. FL. m ELEV: I I v m m ZE? 0.1 0.1• LOT 86 LOT 73 125.00' N O O CIL EL11. P.c•P. - - - - N 89° 59 ' 43 "E Y 280. 56 ' P.C.P. \ REFERENCED BEARING i CIL MONROE VIEW TRAIL 50' R/W) TRACT "F" CIL VENETIAN BAY CIRCLE PRIVATE ROADWAY (50 ' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION.' Lot 72. - V E N E T I A N BA Y according to the Plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X. according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04/17/95. City of Sanford. Community Number 120294) Flood Zone determination was performed by grcphic plottnq from Flood Insurance Rate Mops provided by FEMA. No field Surveying was performed by this Firm to determine this Zone. The exact zone location can odd be determined by an elevation study. We assume no responstbiity for actual flooding condtions concerning this parcel. General Notes: 0-0/-Of11. This is a BOUNDARY Survey performed in the field on Q % - 0/ - Of Legend ADDRESS: 121 VENETIAN BAY CIRCLE SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' Minimum Lot Width 50' Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY Ct7CLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Ned H I I I e r Engineering, hc. Job Number 2001. 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline Construction plans provided by the Client unless otherwise noted, and are shown a CALC Central or (Delta) Angle Calculated only to depict the proposed or actua! difference it elevation relative to the assumed CS Chord Bearing temporary Benchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished b client. 9 p y FD. Fin.Fl. Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe B. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod o Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. ea Land Surveyor MeasuredDenotesPermanentReferenceMonumentNIDN/D(N&D) Nail and Disk 2004 Herx & Associates Inc. All rights reserved N.R. Not Radial O/S Offset O.R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.C.P. Permanent Control Point PG. Page PR.M. Permanent Reference Monument P/ L Property Line P. O.B. Point of BeginningP. O. C. Point of Commencement P. I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius . RAD Radial Line RES, Residence R/ W Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X— X- Fence symbol (see drawing) certtXcation: Not valid without tho, algnature and the original raised seal Drawn b y : AH of F da licensed Surveyor and Mapper T is y meets the requirements of theFlori a Minimum Technical Checked b y : DP la a s c4nfained in Chapter C. R r;daAdministrative Code. CERT 1 F1 ED T0: Prepared For : MORR I SON NENITA C.P. GUI LLERMO Job Nu ber: 02-017-02 MORRISON FINANCIAL SERVICES Scale : 1'• 30' i t j, • OF F UNIVERSALSAL LA, L.L. C. LAND TITLE. INC. Plot plop performed: 12-16-03 William A.Herx,P.L.S.FloridaRegisteredLandSurveyorNo.3182 FIRST AMERICAN TITLE INSURANCE CO. Foundation Survey: 03-31-04 Daree L. Przemieniecki, P.S.M. Registered .Surveyor and MapperNo. 6030 F i n o 1 Survey : 07- 08 -04 William R. Herx, P. S.M. Registered Surveyor and Mapper No. 6092 J U L 0 9 2004 Revisions Herx & Associates Inc., Stale of Florida LB 4937 Ai j r_ fJTEA-N3JFtriTE rs't:rllc-=.lriisi 1 C` I 1 7 % 7 T}a mr tf .. ry 3,y _ 3 ` .4 `'ram x: i ., ' f 1F C , V. File tc 154c,<e` Ile 'E%'7`m- Type:; ,9 1e-`.'.s _C_l lvtW.,flc"13j'3 CFife TPW - 3 i6et,go,1: ole.>v Sew icc s` 0f6MPm _ ha- r"0Cle l, F , lerm,ti¢Lr..t, Poie dffinra €4` t e's}e? ^ '° l loi- redlCle e3 1 d 6 17+ii-3 i Qv+ y9 vs. L'aYO8 J, "!w_nJC!?', cequi4 roll) Him ng/ `iex, Comwercisil., o_`Pimswcz• CA, Woe sebde: Lices ;; o`C-- LirePit3tlrloA 1'•,D Re$ N I• of WP. C1oSees ttib r`' He063- Residea-eta Or CO? -Yin 16F0iP-4 e. Occt±pancy Type: Rimoicen- ial { ° CQ, rcial __... - inclt3srifial To ta3. Sryevsri e Fo:atnte: CosaSta tteta rn Ty, yue: ,"• of stories: At of Dwellln Units: Flood Zone: $ (F'—ElY A 96a'e¢t; reQu'hreQ for ofh sl iGi<ra; }' Parcel #: (ArdaEh Provf of Ownership ,Pc J P.gah Description) 0a11ners IJame & Address: C:_ - Phone: Contractor name & Address: a QL ORf`F' i,', t T 4' Tj. 27 a'eg 9ieensexumber? F+L,LN R\JW,tJPhone: Fzl: TA RE 17AM32W qv-1,jj Bonding Company: Address'. — — Morigage Lender: -- — Address:. - - - -- _ --- -- — - - -. ArchitectjEngineer: Phone: Address.;.. F^ - Apalication is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has corrimen(tA prior tc the issuance of a Permit. and that all work will b€ pc, formed to nneet standardsof all lays regulating: ccnst .tetion in this jurisdiction. 1unde;+stand chat a separate permit m u s i besee;ured for. ELECl r`ICAL 0JK;, PL-L INBUgG, S1GDgS, WELLS, P00LL, l`IJP;MACEs, B01LERS, HEATERS, TANX—S, and AIR CONDITIONERS, etc. OWNER'S AFFIDAY <: 3 eer d y that all of the foregoing info,r2tion is accurate and thalall work vAP bt d, construction aid zoning. WAPaNING TO ONN-tR: YOUR FAILUFF TO RECORD A ?iO- lCl- OF colkA I WICE FOR 1h lMOVEivIENTS TO YOUR ? ROPERTY, EF YOU M a E D TO OB T Arid FLINT-16T`4 G, ATTORNE`+' BEFORE i ECOFJIiVGYOURNOTICE OFCOMMENCEMENT. / NOTICE: Liaddition to the requirements ofthis permit, there rbay be additional rest s apphcabl to dins this county, and there may be additional perrtits required from other governmental e r ties such as ate Acceptance of pe, snit is verification that I will notifythe owner of the propertlr6f the Signature of Owner/Agent Date Print Owner/ Agent's Name Signature of No(ary-State of Florida Date Oxkner/Agent is _ Personal), Known to ,ale or Produced ID APPLICA1 ION APPROVED BY: Bldg: Zoning: icla{ C ondmons: . in ro r, Hance wi8i all applical- it 1 wt: rr) d;.t rig ICE)vf il knJ+, ULi'Tlllr Iil: i`/ TN IG iSULT 41H YOUR LE-NDFR ORM- J1 that rmy be foundto die Oublic records of districts, stat ageenn6c.s, of ft'd(-tai agrncies. 13_ APR. 2 9 Z004 Signature of Connctor/ Agent Date DBERT G. DELLG RUSSO P t Contractor .agent' s Name APR 2 9 Z004 Signature of tate of Flonda Date Contractor/Ace-.- Prnalo nown to Me or Product,: . Initial & Date) (Initial & Date) Initial t (?171 3'. L131 p21: pia MIRINDA C. TURNER S" c nv rMAhj. SSIQN # DD 212893 . F'••''"' EXPIf1ES June 14, 2007BondedThruNotaryPub;icUndenvriters OF :' COUNTY O| IMPACT FEE STATEMENT ISS(/ED BY CITY OF SANFORD STATEMENT NUMBER 104-75875 DATE;. _ BUILDING PEWIT NUMBE CITY) COUNT U E : UNIT ADDRESS: TRAFFIC ZONE: JURISDICTION: PARCEL: SUBDIVISION: : PLAT BGOK: PLAT BOOK 22K BLOCKx OWNER NAMENAME: ADDRESS: APPLICANT NAME: ADDRESS:-__-__-__----__------ r7'------- r-_------- LAND USE CA7E8ORYo 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction F[E BEAEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.001 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0O 8CHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,205-00 STATEMENT RECEIVED BY: SIGNATURE: E.pRINT, DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** P[RSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. P[RSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFIral 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. Yu PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT JU3O0HORT|'i PARK AVENU[: SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SF0UL0 REFEREHCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP iIFT OF THE HOTIC[. l° THIS STATEMENT IS VALIDIN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT*********=*****= Permit # : c!5"_ D Job Address: ' Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: _ZLM10— Zoning: Value of Wo Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _V, Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # ofGas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential / Commercial Industrial Total Square Footage:T • Construction Type: GM LL # of Stories: __.Z_ # of Dwelling Units: /_ Flood Zone: X (FEMA form required for other than X) e Parcel #: ZJ—1 / _ D— 6*02— 0000_422Z.0 (Attach Proof of Ownership & Legal Description) / 4 --7 - Owners Name & Address: Phone: ` 0 / DZ l OD7/ Contractor Name&Address: P7/17/V/-1 W0/7yIC/fUCr— / 11EN -WrV /PWFIL, • p / a0clyl S 41vile C 7 / n State License Numbeer: CR G %I / Z7c Phone & Fax: t7 6 oa7 07 0 J / (O Contact Person: 0,1 444" C44AC Ph.nel Q7J d 7 Z 740 Bonding Company: AA -- _ Address: Mortgage Lender: Address: Architect/ Engineer: Address: 4` 3! ASApplication 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 regulatingyPRIstructiory troth sgjurisdiction I understand that a separate L permit must be secured for ELECTRICAL WORK, PLUMBING SIGNS, WELLS, PRd: IS, FURNACES, BOIL R, HEATERS TANKS, and AIR CONDITIONERS, etc. , f OWNER'S AFFIDAVIT: I certify that all of the foregoing information Fsgaccurate and that all work will be done in compliancewithall applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURECOiFD A NOT[ OFCOMMENCEMENT 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 ay be additional permits required from other governmental entities such as water mana ent districts, state agencies, or federal agencies. Accepta ce r t is erification that I will notify the owner of the property of the requ're s` ien Law, FS 7,13. N S t' o • N 3 S natueofOwner/Agent Date cj Signatur of ontractor/Agent Date z c z R M, e i- C/ts cSTE7 Q = Print Owner/Agent's Nam oLU{ a Signature of Notary -State Florida Date 41 ro Owner/Agent is Personally Known to Me or 6 _ Produced ID AJA W `l Y~ APFLKATIONAPP„ ROVED BY: Bldg: b'1 Zoning: _ Init I & Date) Special Conditions: HA4A USA X - yea 2 Print Contractor/Agen ' a LuG 4xL1 Signature of No ry-S e o FI Date * °' G ko 0 sd4 : Contractor/ Agent is Personally Known to Me or SSP`W Produced ID Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) 4OP6 ota 9r,cih @cf/. rr.cr S A8d• k a A a u yam Permit Number: Prepared By Daphne Clark and "'D P.O.Box 784283ReturnTo: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County ofSeminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05172 PG 1986 CLERK'S # 2004009620 RECORDED 01/21/2004 11:45:31 AM RECORDING FEES E.00 RECORDED BY G Harford The undersigned hereby gives notice that improvements will be made to certain real- property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address l/ %i8—Sanford, FL 2. General description of improvements : New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 TelNumber (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N. A. 7. Lender: N. A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other.documents.may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13( 1)(b), Florida Statutes. N.A. 10. Expiratio date of notice of commencement : One year from the date of rec din Date Signed . Signature of Owner's Agent, Maria Lisa Steiner: 41 L~ I- Prico copy Sworn to and su before me this by Maria Lisa Steiner, who is personally known to me. iYMA.R YACNW Mop4 GLERK OF CIRCUIT cou o,aY rus4 D. h CLARK x ' o MY COMMISSION t DO 2148 Signature of Notary: Notary Seal: * * EXPIRES: dune 27, 2007 Banded Thru Budget NO" Servla oF JAN 2 1 2004 Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/we`b/re web.seminole_county_title?PARCEL... GENERAL Parcel Id: 23-19-30-502-0000-0720 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 121 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 06091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision a Back [> 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $11,310 Land Value Ag: $0 Just/Market Value: $11,310 Assessed Value (SOH): $11,310 Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND TLEGALDESCRIPTIONPLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 72 VENETIAN BAY DESCRIPTION 63 PGS A - 88 LOT 0 0 1.000 11,310.00 $11,310 TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax If you recently purchased a homesteaded property your next years property tax will be based on Just/Market value. 1 of 1 12/29/2003 10:26 AM LIMITED POWER OF ATTORNEY DATE: d I HEREBY NAME AND APPOINT: DAPHNE CLARK, ca c . GUSTAV BOTES, EACH AN AGENT OF: MORRISION 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 PERFORNaAT SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONTRA C OR. SIGNATURE OF CONTRACTOR.) STATE CERT. # CR-0041929 THINGS THAT ARE NECESSARY CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrumen was a knowledged before me this DATE: G% BY: MAAIA LISA STEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. _'' LIANA N # DrMYCOMMISSION # DO 237775 a EXPIRES: August 3, 2007 S<°` O Bonded Thru Notary POW underwriters SIGNATURE OF NOTARY: NOTARY SEAL. Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89°59'43-W 50.00' L 2 N 89°59'43"E 50.00' LOT 88 LOT 71 P.C.P. CIL MONROE VIEW TRAIL i (50' R/W) TRACT "F- PRIVATE ROADWAY NN 89° 59 ' 43 -E 280 REFERENCED BEARING CIL VENETIAN BAY CIRCLE E vp56?6• $ o P.C.P. 4 a'44+ 50 ' R/W) TRACT "F " PRIVATE ROADWAY Max Coverage - 64 SETBACKS: CITY OF SANFORD Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. _ 5 I/ LEGAL DESCRIPTION- Lot 72. - V E N E T I A N BA Y Minimum Lot Width 50' LOT S0. FT. according to the Plot thereof as recorded in Plot Book 63. 1 M P E R V 1 0 U S AREA - 2825 SO. FT. at pages 84 - 88 of the Public Records of Seminole County. Florida. Note: of VENETIAN BAY CIRCLE as being S 89°59'43-W. Beot-2 shown hereon are referenced to the CIL FLOOD HAZARD DATA: The Parcel shown hereon des within Flood Zone "X". according to the Flood Insurance Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering 1 2 0 2 8 9 0035E. Dated 0 4117195. construction plans by Neal H i I I e r Engineering. hc. City of Sanford. Community Number 120294) Job Number 2001 . Legend General Notes: p t j1 Temporary Benchmark ois Of/set pa+ 1. This is a BOUNDARY Survey performed in the field on / C_ [ assumed datum) O.R.B. Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PB PC Plat BPlatBook Point of Curvature subsurface aerial encroachments, if any, were located. CA- Centerline PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface orformboard. d leCentralor (Delta) Angle P.C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC Calculated Chord Bearing PG. PageCe Construction plans provided by the Client unless otherwise noted, and are shown CD Chord p.R.M. PermanentReference Monument only to depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument P. P.O.B. Properly Line Point of BeginningtemporaryBenchmarkshownhereon. EL. or ELEV Elevation P.O.C. Point of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P,/. Point ofIntersection Rights -of -way of record whether depicted or not on this document. No search of the FD. Found PRC. Point ofReverse Curvature Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation PT. Point of Tangency 6. The legal description shown hereon is as furnished by client. I.P. I.R. Iron Pipe Iron Rod R Radius 7. Platted and measureddistances and directions are the same unless otherwise noted. L Arc Length RAD Radial Line e Denotes :4"iron rod with yellow plastic cap marked LB4937 or LS3182, orYPP LB Licensed Business RES. RNv Residence Right -of -Way r4" iron rod with red plastic cap marked 'Witness Comer", unless otherwise noted.TBMLS. Land Surveyor Temporary Benchmark O Denotes P.C.P. (Permanent control point) Mea dMeasure TYP. Typical Denotes Permanent Reference Monument N/D(N&D) N.R. Nail and Disk Not Radial Fences g) symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor an apper This survey meets the requirement of the Flo, Minimum Techn F' al3frdsascontainedinCha1G17- 'on, AdminisfrativefCode. II Sketch of Legol Description uiry Ca This is not o Survey William A. Herx, P.L.S. Florida Registered d Surveyor No. 3182 Darae L. Przemieniecki, P.S.M. Registers Su eyor and Mapper No. 6030 P.S.M. Registered SurveyWilliamR. Herx, d Mapper No. 6092 Herx B Associates Inc., State of Florida La 4937 Drawn by: AH Checked by: DP Prepared For: MORRISON Job Number: 02 - 017-02 Scale : 1-- 30' Plot Ion performed: 12-16-03 Foundation Survey: Final Survey: Revisions . TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22137B Address 1 VENETIAN BAY Address 2 LOT 72 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPl 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 HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665 Or Building Designer: Alpine Engineered Products Design Software N Seal Date. 15-Dec-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 E1 R2 E2 R3 E3 R4 C1 R5 C2 R6 C3 R7 R8 R9 R10 R11-2PLY R12 R13 R14 Q R15 R16 R17 R18 R19 R20 R21 R22 V1 V2 V3 V4 H1 H2 H3 35 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers IT KNEE TO KNEE®0 The Truss Engineer's seal, when c of this structure the placement of the truss framing the it relates to the truss designs specific or this structure. The truss framing is based upon the14'0' PL-. HT 12' 0' Fl— HT. review of plans, drawings and specifications provided by the building design professional. The building des!K professional has final approval of the truss framing and/or trussplacementplan. The design of the temporary, and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateral loads from wind and/or seismic activity is the responsibility of the building design professional. Additional app, royal by the buildingWilliamM. Ranieri, PE design professional shall include, but not be limited lo, design loading, lengths, profiles, FL Lic. No. 42704 pitches and depths. 12.0 6.01 4 3/16' Y HOW TRU55E5 W/ RA15ED FEELS BACK r ON BLOGK C ON FRAME WALLS SMYTH LANDEF G0. ROOF TKU55 DIVI510N 2722 50UTH AFOFKA 61--VD. AFOI KA, FL-. 32703 407) 2q9 - 1522 FAX (407) 29c1 - g153 Engineering Gertificatc of Authorization # C1218 NOTES 1) IT IS TFE BM-DER'S RE5P0N5BLnY TOVERIFYTRUSSFLAGBAENTPLANAND TRUS5 PEA DRAWN.fi A6AMT FELD GONDITION5 AND Df5,W NTEJT. MEFUMME, SECTION fA.2D AN5VTn Fr7115) APPROVED NICE Q'RMI 51a EDDATE 2) TRU55E5 MIT NOT DEGUT aR ALTEREDNANYWAYWOHOIUTPRIORAUTHORIZATION DY SMYTH TRUSS GOWANY. 3) TRU55ES THAT ARE GUT OR ALTEREDWITNOUTAUTHORIZATIONWLLDER®ARED OR REPLACED AT GITOMERS EXPENSE 4) 0ACKGHAKOE5 OF ANY KIND WRl NOT DEGON50EPE0WITFgfTPRIORREVEWAM WRITTEN CONIEUT OY SMYTH M 55 GMMY. DETAIIJS: I) REFER TO FIB 9 FEGOA.9DATpNSFOR HANP-146, 145TALLATDN, AND TEWORARY DRACM)' REFIT TO EN%EERED PRAW 455 FOR PERMANENT DRAGW REOLRED 2) ALL TRUSSES R-XLLVMTRL55n UNDER VALLEY MA ) MIT 0E GOU'LETELY DECKED OR REFER TO VALLEY TRU65 DETAr- 5 FOR ALTERNATE DRACM REOUREIENT5 3) ALL VALLEY5 TO DE CONVENTIONALLY FRAMED DY OLLDER 4) NTERIOR LOAD DEARM WALLS ALL ROOF TRUSS 11ANK#15 TO DE 5MY50N FU52L OR U5P OCANT-5AN TT024 M-E95 NOTED OTT-6RMF O - HUS26 OR THD26 HUS28 OR THD28 19 - HHUS28-2 OR THD28.2 HHUS48 OR THD48 HGUS26- 2 OR THOH26-2 O - HGUS28-2 OR THDH28-2 HGUS28- 3 OR THDH28-3 9 - SUUR210 OR SKH21OUR HGUS48 OR THDH48 31 - THA422 OR MSH422 L) - THAC422 OR MSH4221F P. HUG410 OR H04101F PV - THJA26 OR HJC26 GNTRAGTR OFQ1 ON HOMES 1646/ LANTANA DOTEV T6 OF G' (5TO) 799117D - D71 LTWTCnldrDDCDADcnCDnMr0MD11TCDTAIDIIr 11 —C 0 nTMCAI[TnAK1 CIIDMTTTCn DV TDIICC MCD 1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 14.35 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= J/A V — jAV JA V 3X6(Al) 3X6(A1) 1-4-0 1-4-0 ty y L. 20-0-0 _ — 20-0-0 _1 40-070 Over 2 Support R=1557 U=474 W=8" R=1557 U=474 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTYs6 FL 1 - R - Scale=.1875" Ft. i`*WARNING. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MADISDN. NI 53719). FOR SAFETY PRACi [C ES FR IOR 70•F PERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A/j-/ V(w' j -Om. ".. G: % f F10 4Z704: E __ * * T C TC BC L L D L DL 20.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 7 3 SMYTH:. LUMB..ER CO yOOF+I: kussJ O.IYISION DATE 07114103 DRW SLTUSR352 2722 SOXM, APOPKA IL%M APOPHCA FL 32703 407 299-1 522 .; FAx_:407 299-91 53 .. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WIiH APPLICABLE PROVISIONS OF NDS (NATIONAL,DES[GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTii A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER sz STATE OF: Q` il. 4yVR,ON f P . s/J pI1 g C TOT L L L D D 37.0 0 P S F P S f S L T - E N G WM R S EON - 36089 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING .. tERimckm OF- ALMAOR17ATION#921-EY DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS-: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. qN._ Jul 14 03 SPACING 24.0" JREF- 1S4G352 ZO4 LLL1.5115 - KZ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) Inia uwu rK rHKru rmur1 vnruiCK liYru, kwK '111 I - 120 MPI4 WIND, 14.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X6= 5X6= 2.5X4 % 2.5X4 6 6 5X6 0 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6 (Al) 1 4 0 1-4-0 H !'y 19-0-0 12-0-01 19-0-0 _I 40-0-0 Over 2 Supports ! R=1557 U=475 W=8" R=1557 U=475 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, HES D'ONOFRfO DR.. SUITE 200. MAD ISO M, NI 57719), FOR SAF E7Y PRACTICES PRIOR TO PERFORMING THESE fUNCTI0N5. UNLESS O7HERWI SE INDICATED, 70P CHORD SHALL HAVE PROPERLY AT7 ACHED M Rq7tFIC jSC' T C T C L L D L 2 0. 7 0 P S F P S F R E F R 3 5 2 DATE 07114103MYTHLUMBERG`O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V DRW SLTUSR352ROOFCiIMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t NO Ais%D4 BC DL 10.0 PSFI.RU33 1YIS10N :: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C .:: :: _ : S L T NENGWMR2722SOUtHAMMAE3LV0{ :: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C S 1 B C L L 0. 0 P S FAPOPKAF432703 :. BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS SPECIFICATION PUBLISHED BY THE AIIER51CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE QF S(• S EON 3859440729&1522 CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTE0. APPLY CONNECTORS TO O p OP T 0 T . L D . - 37.0 P S FFAX' 41.07 299.91 53 :: EACH FACE OF TRUSS. AND UNLESSIOTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f DUR FAC. 1.25 FROM SLCPROFESSIONA4ENGINEERINGDRAWINGS160A-Z. i -THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NAL' RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24. 0 J REF 1 S 4 G 3 5 2_Z 0 4dEMIFMATEOF:AUMORIZATION 6921:8 COMPONENTBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERF19960NSEJ U l 1 4- u s .:..... ANSICTIOICULAR LC41370 - tt3) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 13.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 1x4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. NAILS @ 6" OC. 3X6(Al) fflf* 'sm 2.5X4 - 2.5X4 6 r— 6 5X6 % 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6 3X6 (Al) 1-4-0 1-4-0 ry r I 18-2-8 I 3-7-0 _1_ 18-2-8 _I 40-0-0 Over 2 Supports J R=1557 U=476 W=8" R=1557 U=476 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:YI1 FL 1 R - Scale WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 3 5 2-- 2 0 6 7 5BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY iPT (TRUSS PLATEITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISOH, NI 53719), FOR SAFETY PRACTICES PRIOR TO Al lZI 1L:X'T TC D L 7. 0 P S F DATE 07114103PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED VSMYTHLUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No 42704 iiOOF TRUSS DIVISION ""IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREB BC D L 1 0.0 P S F D R W SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * _ -* ;: _ *' 272Z SOLEPH AP.bF'KA BLVb : :: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOFKA FL :32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN L STATE OE B C L L 0.0 P S F S L T - E N G / W M R 4 29&1 6Z2 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND iP1. ALPINE O R1CP r CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .. T 0 T. L D. 37.0 P S F S E 0 N- 20274FAX407.298915H EACH FACE OF TRUSS. AND UNLESS OTHERWISE lOLAT ED ON THIS DESIGN, POSITION CONNECTORS FER• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A PROFESSIONAL ENGINEERING . D D R. F A C. 1.25RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIF[C:ATE OF AUTlNORElATION496; IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI7TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_ZO4Jul1403 LL/-1,9/IS - K4) inl, UNU VKtFMKLu rKUin UU19HUILK 11NYU1 LUHUJ n uinci•aivna/ 1-1— — — — — TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(Al) 5X6= 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4 2.5X4 6 6 5X6 % 5 X 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6(A1) 1-4-0 1-4-0 rr ty I 17-0-0 I 6-0-0 I 17-0-0 _1 ieE 40-0-0 Over 2 Support R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY'i FL 1 R - Scale=.1875" Ft. WARNING`! TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB 91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFOP.M ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MAY PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A Q Cq* f N0 4.17Q4si ..... S• * T C T C B C L L D L D L 20.0 7.0 10.0 P P P S F S F S F R E F R 3 5 2-- 2 0 6 7 6 SMYTH LUFABER CO y FZOOF I.ROSS DIVISION DATE 0 7/ 1 4/ 0 3 D R W SLTUSR352 S L T - E N G / WM R r2722SO.IIIN APOPKA BLVD APOPKA FL 32703 : 4072991622 FAx' 407 z99- J153 :: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO•/. EACH FACE OF TRUSS. AHD UNLES11 OTHERWISE LOCATED ON TH15 DESIGN, POSITION CONNECTORS PER STATE OF z sr S• O R,O 't'f NA1. ' B C TOT. LD. L L 0. 0 37.0 P PSF S F SEQN- 38591 D U R. F A C. 1 Z 5 FROM O M cSL CFROFE$SIONAI, ENGINEERINGGI __.......:.: CERTIFI6ATE OF:AUTFIORILTIpN # 921:8: DRAWINGS 160 A Z. I THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. Ju 14'03 SPACING 24.0" JREF- 1S4G352_Z04 LCL1.5/Li - K5) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IM1J UWU FKLFAKLU rKUM L.UMFUItK 1NF'UI (LUAU) St UIMLNJIVNJ) bUbM111LU by IKUDJ MI-K. 120 MPH WIND, 13.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. NAILS @ 6" OC. 3X6(A1) = 5X6= 2.5X4= 5X6= 2.5X4 2.5X4 6 r (A) (A) 6 5X6 0 5 X 6 9-4-0 9 FYa = 5X8= 5X8= ' rvn 3X6(A1) 1-4-0 1-4-0 I. 16-2-8 _1_ 7-7-0 _1_ 16-2-8 _I 40-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 .......... _ OTY:1 FL 1 R - Scale=.1875" Ft. WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 683 D'ONOFR IO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. nj fYIA: A IF1/ 4`rVv f T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 2 0 6 7 7 SMYTH LUMBER C,. DATE 0 7 / 1 4 / 0 3 DRW SLTUSR35212ooFTRUSSC1VISION : 2722 SOL" APOPKA BLVD.: APOFKA FL 327OS ao72ss-Iszz FAx 407Z99-9153 - IMPORTANT`- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC [F ICATIDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A66J GR 40 GAL V. STEEL, EXC EFT AS NOTED. APPLY CONNECTORS TO EA[H FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 17 F No.42704 1 STATE OF A t':,`.:. r, /l q 1' vR,v. BC B 1. TOT.LD. OL L L 10.0 0 37.0 0 PSF P S F PSF S L T - E N G W MR SEON- 20242 0 U R F A C . 1.2 5 FROM S L CPROFESSIONALf;NGINEERING; DRAWINGS 160 A-Z. THE SEAL ON THIS DRANiNG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS aa E - CEFMFICATEOFAUT7ORRITION7t921:8' COMPONENT1FORANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER , PER SPACING 24.0" JREF- 71S4G352L04 kLLL-L3XO - KO) TOP CHORD 2xYI SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 I( A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6(A1) ini3 unu rntrAmtu rttvri Cvrtrv1rm inrui (LVAUO n v1-1-1 1, . 120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4 = 5X6= 5X6 % 5 X 6 6 r— (A) (A) —1 6 A) (A) 11 1 L::: 9-4-0 2X4111 — — 2X4III5X0— 5X8= 3X6(Al) 1-4-0 1-4-0 ry h I 15-0-0 I 10-0-0 I 15-0-0 _I 40-0-0 Over 2 Supports R=1557 U=480 W=8" R=1557 U=480 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QT:Y:1 FL/1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M :A T C L L 20.0 P S F REFF R 3 5 2-- 2 0 6 7 8BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATEW. INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED I Y[` T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3LUMBERCO; STRUCTURAL PANELS. OOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIf.ID CEILING. FI rV iiS: (n DRW SLTUSR352R60OTRUssCi1v1S1ONIMPORTANT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED 4NO 4Z%04: r BC DL 1D.D PSF PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W M R 2722SC2UTHAPOPKABLVD . BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 7C : B C L L 0 0 PSF FPOPKAFL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF S L T E N G / 4O7 299-1 B22 SPECIFICATION PUBLISHED BY THE AMERICAH FOREST PAPER ASSOCIATION) AND TPI. ALPINE T 0 T L D 37.0 c- PSFFS EON 38588 FAx4072999;153 S CONNECTORSAREMADEOF20GAASiMA653GR40GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AHD UNLESS< OTHERWISE LOCATED ON THIS OESi GN, POSITION CONNECTORS PER R V •t cam~ •• : sAt, DUR.FAC. 1.25 FROM SLC DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTiFICASE OFAUT190RIZATON #921.8 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JuI 14" ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_ZO4 LLL13/IS - K/) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(Al) 120 MPH WIND, 12.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X6= . 2X4III 5X6= 5X6% 5X6 6 r _- 6 9-4-0 2YAIII FY19— 3XR- rYi9- 2X4III 3X6(A1) 1 4-0 1 4-0 I 14-2-8 I 11-7-0 I 14-2-8 40-0-0 Over 2 Supports R=1557 U=481 W=8" R=1557 U=481 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY'ia FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HOIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFR IO OR.. SUITE 200. MAOISON, W1 53719), FOR SAFETY PRACTICES PRIOR io PERFORIiI NG THESE FUNCTIONS. UNLESS O7HE RWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO 0 N, m,1i G'S IFICw r / v-?` F `No 42704 T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F cPSF R E F R 3 5 2-- 2 0 6 7 9 DATE 0 7 / 1 4 / 0 3 SMrrt LUMBER CO F OOF'(RUSSLi1VISION:: DRW SLTUSR352 S L T- E N G / WM R2'722:S0UTH APOpKA BLVDii APOPKA FL :32703 :: 407 299 1.6,22 ,: FAX:: 407 29Bs31 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPC OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING'OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A553 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER T j : B- STATE ORF rLc-t: f V y 0 "IQ. t1p} c V BC T 0 T L L L D . 0.0 37.0 P S F P S F S E 0 N 20226 D U R. F A C. 1.25 FROM S L CPROFESSIONALENGINEERING., ::COMPONENT CERTIFICATE OF AUTFIORIL.ITON YF921:8: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMFONE N7 DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERK ANSI/TPI 1-1995 SECTION Z. AM Jul14.03 SPACING 24.0" JREF- 1S4G352_Z04 kLLL-13/L5 - KO) rn rn nr Lev.,.,,, u -- — TOP CHORD 2x4 SP #2 120 MPH WIND, 12.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5 X 6 =— 2X4111 5X6= 5X6 ,0 5X6 6 6 9-4-0 2X4III = 3X8= 5X6= 2X4X6111 5— — — 3X6( A1) 3X6(A1) ry lry I 13-0-0 I 14-0-0 I 13-0-0 _l 40- 0-0 Over 2 Support R= 1557 U=482 W=8" R=1557 U=482 W=8" PLT TYP. Wave TPI 95 NR Design Crit: TPI STD FLBC 6.10 - :::0TY:[l FL 1 - R - Scale=.1875" Ft. Nii:— WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 42- T C L L 2 0. 0 PSFREF R352--20680 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ' /]INSTITUTE. 587 D'ONOFRIG DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO'ciTl. D L 7 0 PSF DATE 07/14/03 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED-1 ( SMYTH; LUMBER CO.: STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. J F ROOF TRUSS nIVIS10N —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No 42704 ' BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO11. 2722 SOLrrIH APOPKA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND iA • 7C BC L L 0.0 P S F S L T - E N G / WM R APOPKAFL32708BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS STATEl OF dO7 299 1 522 SPECIFICATIONPUBLISHEDOY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE 5• R1Cpr TOT. L D . 37.0 P S F S EON - 38585 CONNECTORS AREMADEOF20GAASTMA6S3GR40GALV. S7 EEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407299- 9153 EACH FACE OF TRUSS. AND UNLESSc OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER n•' .. •' THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R7 DRAWINGS leDA-z. NAL. DUR . FAC . 1 .25 FROM SLC PROFESSIONAL ENGINEERING_;;;:: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CEFTTIFICATE OF AUTHORIZl 710N#9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER U1 14' U ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_Z04 k LLL 1.5/O KJ Ini' LINU rKrFAKrU rKvim LunrviLn i-NVUI (LUALIJ a U1I U IN aI JUUriii I— . TOP CHORD 2x4 SP 2 120 MPH WIND, 12.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 ( Al) 5X6= 2 X 4 III 5X6= 2. 5X4 15 2.5X4 6 r— —t 6 9- 4-0 2X4111 5X12= 3X8= 5X12= 9YA 3X6( Al) 1- 4-0 1-4-0 I_ 12-2-8 J _ 15-7-0 _I_ 12-2-8 _I 40- 0-0 Over 2 Supports— _I R= 1557 U=483 W=8" R=1557 U=483 W=8" PLT TYP. Wave TPI 95 R Design Crit.: TPI STD FLBC 6.10 _0T:Yil FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. HES D' ONOIT N OR., SUITE 200. SE INDIC NI N.TOP C, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTH ERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R, q QFQ,¢Ttn 1 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 2-- 2 0 6 8 1 SMYTH LUMBER CO RooFrRuSSIn7VISION: DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G W M R 2722SOVfHAPOPKABLVb. APOPKA FL 32703 407299- t622 FAX:: 407 299.91 53 -.. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAFER ASSOCIATION) AND TF[. ALPINE GALE. STEEL, EXCEPT DESIGAS NOTED. APPLY CONNECTORS TO CONNECTORSAREMADEOF20GAUNLESS HA653ERW SE EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f- S A OF S Ay Q R,O .• f A/./ B C TOT L L L D . O 37. 0 0 P S F P S F S EON 20219 D U R F A C 1.25 FROM S L 1. PROFESSIONALENGINEERING; ' CERTIFICATE, OFAUTHORRA-nON #9218 DRAWINGS 160 AZ. THE SEAL ON THIS DR AWING INDICATESACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. NAL. Ju1 14- 03 --- SPACING 24.0" JREF- 1S4G352_ZO4 n TMCAIcTnAlc c11RMTTTrn RV TDIICC MCD TOP CHORD 2x4 SP #2 120 MPH WIND, 12.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5,0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (A1) 5 X 6 =— 5X6= 2.5X4= 5X6= 2.5X4 0- 2.5X4 6 9-4-0 9YA III Yr= RYA 2X4I11 3X6(Al) 1-4-0 1-4sry I 11-0-0 I 18-0-0 I 11-0-0 _1 40-0-0 Over 2 Support R=1557 U=485 W=8" R=1557 U=485 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 _ _ 031:1 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 20D, MADI$D N, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATEO. TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION fR011 THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACHEFACESOFRTRUSDE OF S, ANDZUNLESSTOTHERWISE40OCATED ONETHISL. EDESIGNXCEPT ASPOSITDION CONNECPLYTOPSAPNPEROR$ TO t F C;4 c' - t4 1rNd42704- 1 j STATE -OF. f T C T C B C B 1. TOT L L D L D L L L L D . 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S F P S F P S F P S F R E F R 3 5 2-- 2 0 6 8 2 DATE 0 7/ 1 4/ 0 3 m*TH LUMBER CO:. :: ROOF TRUSS LiIVISION :: 2722 SOUTH APOPKA BLVD. APOPKA FL 32703 407299-1.622- FAX_ 4O7 29$ 9199 :; D R W SLTUSR352 S L T - E N G / W M R S EON 38582 D U R FAG 1 2 5 FROM O M cSL Ci. PRO FESSIONAL ENGINEERING- :! DRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDILA TES ACCEPTANCE OFPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ONpE 1 " j SPACING2.4. 0" JREF- 1S4G352_Z04 CERTIFICATE OF AUTHORRA-nON #92C8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1- 1995 SECTION 2. Jul:::1.4::: ..- LCC1.3/t3 K11-LF'LY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 2 Complete Trusses Required BOT CHORD 2x4 SP #2 :Bl 2x6 SP #2: WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.O_g_nai1s) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" o.c. LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 1.33 to 54 PLF at 41.33 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF at 1.33 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.33 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** BC 2508 LB Conc. Load at 11.60 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 4X6 (A1) _ 5X6= 2X4111 2.5X4= 5X6= 5X6 2 X 4 III 2.5X4 6 r -1 6 9-4 0B1 _ 7X10= 2 5X4_ 5X6= 2 5X4= 2X4111 3X6 (A1) 1-4-0 1-4-0 I_ 10-1-0 I 19-10-0 I 10-1-0 j 40-0-0 Over 2 Supports R=3346 U=1630 W=8" R=2277 U=938 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:YIl FL 1 - R - Scale=.1875" Ft I*"WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (NANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _\],1" T C ILL 20.0 P S F R E F R 3 5 2-- 2 0 6 8 3 INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MA N, XI 53719). FOR SAFETY PRACTICES PRIOR TO yamj.. QZ FIQ T / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. i0P CHORD SHALL HAVE PROPERLY ATTACHED I G T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3SMrrHLUMBERCIDSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. E NO 42Z.O4 "`IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :: B C D L 1 0.0 P S F D R W SLTUSR352F2OOF:'iRUSS L31YISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOLfiH APOPKA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING ANDSTATE OFAPOPKAFL:92703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S , j A, B C L L 0 . 0 P S F S L T - E N G / WM R 4O7 299 I:622 SPEC IF ICAT 10N PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE O R :O • v FAX:: 407 z99=91 SH CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO a T 0 T . L D . 37.0 P S F S E 0 N - 20210EACHFACEOFTRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERS//f NtPT3C7FE551ONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR. F A C. 1.25 FROM S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS - CERTIFICATE6FAUTWOAI7J+S10N'Jl92 TH: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 14 03ANSI/TPI 1 1995 SECTION 2. 1SPACING SEE ABOVE JREF- 1S4G352_ZO4 nur nnenADcn eDnM rnMDIITCD TUDUT n nAne A. IITMFNGIEINCI CIIRMITTFn BY TRUSS MFR ILLLIJ/O - tt1L) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 50= 5X6= 2.5X4 = 50= 2 X 4 T2 T3 2 X 4 6 r A) 6 V I I 3X6 (Al) 5X6= 3X8= 5X6= 5X6= 3X6(A1) 1-4-0 ty H I 9-0-0 1 22-0-0 I_ 9-0-0 _I 0-0-0 Over 2 Support R=1557 U=487 W=8" R=1557 U=487 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - QT:Y:1 FL - 1 - R Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND .h T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING),- PUBLISHED BY TPI (TRUSS PLATE aSPI r_A7INSTITUTE,583D'ONOFRIO DR.. SUITE 200, MADISON, NI 53719j.FOR SAFETY PRACTICESPRIOR TOtL'„4TC D L 7.0 PSF DATE 07PERFORMINGTHESEfUNCTIOHS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHED / 1 4 / 0 3 SMYTH LUMBER CO - STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILINC. f G . IMPORTANT`* FURNISH A COPY OF THIS DESICN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f -ND. 42Z04 B C D L 10.0 P S F D R W SLTUSR352ROOFTRUSS-IJIVISION :: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = 2722 SOUTH APOPKA BW.6 BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ;!*: I APOpKA, FL :32703 BRACING OF TRUSSES. THIS DESIf.N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN-q iSTATE !OF :. BC LL O. U PSF SLT-ENG /WMR 407 299-T622 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TP1. ALPINE 407299=9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V(•• Q Rv , `i : TOT. LD. 37..0 PSF SEQN- 37754 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL FNGINEERING DRAWINGS 160 A-Z. ' THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~ D U R . F A C . 1 . 2 5 FROM S L C. THI.,. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .... GEETTIFICATE OFAUORIIATION1t9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUT: 1 4- - : SPACING' f"' A C I N G ' 24. 0 " J REF - 1 S 4 G 3 5 2_ Z 0.4ANSI/TPI 1-1995 SECTION 2. LCC13/tS - K13) TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #2 :B2 2x6 SP SS: WEBS 2x4 SP #3 :W3, W9 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10(R) % 5X4(A4 I H I J UKU NKtF'AKtU tKUM LUMHUItK 1NFU I (LUAU) & UIMt NJ1 UIVJ) JUtlM111CU tll IKUJJ MYK. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0-JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.55" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 20-0-0. 3X4= 7X6- 3X4= 10X10 (R) /// 2. 5X43X8= 1L 2.5X4= 5X4(A4) = 5X4(A4) 1-4- 0 1-4-0 rr rr 7-0- 0 _L 26-0-0 _I_ 7-0-0 _1 40-0- 0 Over 2 Support R=3091 U=902 W=8" R=3091 U=902 W=8" 4) PLT TYP. High Strength, Wave TPI 95 R Desi n Crit: TPI STD FLBC 6.10 QTY:.1 FL - 1 R - Scale=.1875" Ft. WARN ING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND: M.,R T C L L 20.0 P S F R E F R 3 5 2-- 20685 BRACING. REFERTOHIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE {p INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR IOR TOPERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED, T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3 SMYTH LUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3'rG ii00F:TRUSSVfVI310N.: : - IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4M4 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC- SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOLtTIH APOPKA BLVD! .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND i APOPKA FL : 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN :'I"A' OF Imo. _ B C L L 0.0 P S F S L T - E N G / WM R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE , fl(, 497 299T522CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O p,Or V T 0 T . L D . 3 7.0 P S F S E Q N 3 7 7 37 FAX: 40729&91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER -" .' PROFE$$IONAL ENGINEERING DRAWINGS 160.A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGS/pNp` D U R F A C. 1.25 FROM J L C RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CEFMFICATEOFAUTHORIZATION'tt9218 ANSIONENT1F/995NSEPARTICCTION ULAR 0UILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul—'l4:: SPACING SEE ABOVE JREF- 1S4G352_Z04 LCC1.51* - K14) I n1J VY1u rmc—cV —un LurtruILn XIVrUI 1LVMUJ 0 V11ILI'01 J-1 0w1'111Lu I inlay 111 n. 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 1.33 to 54 PLF at 11.54 BC From 4 PLF at 1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 11.54 TC 400 LB Conc. Load at 10.67 5X4= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 10.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 6f— 0-6-1 9-4-0 2X4 III 5X4 (B2) 2X4(A1) LC1-4-Oy L, 6-0-0 _I, 5-6-8 J 11-6-8 Over 2 Supports R=548 U=290 W=8" R=784 U=386 OT:Y WAR NI NG•" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER i0 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IF (TRUSSPLATE INSTITUTE. 503 D'gNOFRIO DR., SUITE 200, MAD ISON, WI 53719). FOR SAFETY PRACTICES 7ICESPR NOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SMrrH' LUMBERCM. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R(5-0 Rl1SS DIVISION :::. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722:SOUTHiAPOPKABLY6Jiii. i i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND AF'OFKA FL::132703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407 299- T 522 SPECIFICATION PUB U SHED By THE AMER51CAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AS 3 GR40 GAL, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAx 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL, ENGINEERING: DRAWINGS 160 A-Z. THE SEAL bN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING F... RESPONSIBILITY SOLE1Y FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS GER-nn& ATEO.Avm&nuRATION ii9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. rL/-/I/-/-/ K/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING ` SEE ABOV Scale=.375"/ Ft. REF R352-- 20686 DATE 07/ 14/03 DRW SLTUSR352 SLT-ENG WMR ` SEON- 21331 FROM SLC JREF- 1S4G352 ZO4r LCC13/IS - K15) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 4X6= INIZ, UWU rtttrAKtu rmum t-v PiruI tH 1NFU I (LUAU) 6. UIMr INJIUnJ) 3U01-1 I I; tU Dry LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER OUR. FAC.=1.25 PLATE DUR.FAC.=1.25) TIC From 54 PLF at -1.33 to 54 PLF at 11.54 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 11.54 TC 321 LB Conc. Load at 5.00, 7.00 BC 148 LB Conc. Load at 5.00, 7.00 i 0- 6- 1 9-4-0 L<1- 4-0> I_ 5- 0-0 _I_ 2-0-0 _1_ 4-6-8 _I 11-6- 8 Over 2 Supports R=978 U=596 W=8" R=892 U=529 W=2.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY!1 FL -'1 - R - Scale =.375" Ft.. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND`e BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRI0 DR., SUITE 200' MAD[SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F • /k f tfG .--: i : Nd, 4270:4 T C TIC BC L L D L D L 20.0 7.0 10.0 P SF P S F P S F R E F R 3 5 2-- 2 0 6 8 7 MYTH LUMBER CO ROOF:TRUSS n1VrSiON : -. DATE 0 7 / 1 4 0 3 D R W SLTUSR352 S L T- E N G / W M R 2722SOUTHAPOPKABLVD. : APOPKA FL : 32703 ao7 zss 1 sz2 FAx:: 407 299.91 53 :: .: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND'STATE BRACING OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IFIC AT ONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZO GA ASTM A653 GR40 GAL v. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO'. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER OF S- P _ O R10,, S OfVAL.' B C TOT L L L D . 0. 37. 0 B P S F PSF S EON 38523 D U R F A C . 1.25 FROM S L C PROFESSIONA4 ENGINEERING, !: CERTIFICATE 0F: AUTR0RRATn0N 49210: DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITA81LITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z.Ju-14 03-- ` SPACING 24.0 JREF- 1S4G352_Z04 CC LLS/t5 - Klb TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 2-4-7 120 MPH WIND, 15.18 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. 5X4= 6 r 6 2. 5X4, 2. 5 X 4 T 2-I4-7 2X4 111 rl 2X4 III 2. 5X4 2.5X4= L<1-4-0> -1 - OC -12 1-4-0y 4-7-8 _I_ 4-7-8 _I LE 9-3-0 Over 2 Supports R=423 U=274 W=1.5" R=423 U=271 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND: BRACING. REFER TO HIB91 (HANDLING INSTAU IXG AND BRACING), PUBLISHED BY TFI (TRUSS PLATE. M .I# TIC L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 8 INSTITUTE. 563 D'ONOFRIO OR., SUITE Z00, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND]CAI B, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROM THIS DESIGN; ANY FAILURE 70 t lFlCLIOfG F .N,O 427Q!1 T C BC D L DL 7.0 10.0 P PSF S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO : : F200F TRUSS DIVISION DRW SLTUSR352 SL T- E N G W M R27225017TMAPCSPKABLYD :: APOPKA FL 32703 : 407 299 7 622 FAX" 407-299-9 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER[ y tSSTATEOF S'/ •.•+ y O R'Q,•+ t1 B C T 0 T L L L D . 0. 37.0 0 PSF P F S F S E 0 N - 20158 D U R. F A C. 1.25 FROM S L CPROFESSIONALENGINEERING CERTIFICATE OF A ORIZATI014#92:i8l DRAWINGS 160 A-Z. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TFI 1-1995 SECTION 2. U 1.4...,.0 3.......... SPACING 24.0 H J R E F- 1 S 4 G 3 5 2_ 704 722137B - R171 THISDWG PREPARED FROM COMPUTER INPUT (LOAAS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 2 120 MPH WIND, 15.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. T 2- 4-7 5 X 4 =— 5X4= 6 F —1 6 2. 5X4 ir-- 2.5X4 T 2- I4- 7 ul JO-0 2 x 4 III 2.5X4 = 2X4 III 2. 5X4 = 2. 5X4 0 - 10 -o 0 1-4-0 C-8-12 1 4-0 1_ 3-11-8 _1_1-4-0J_ 3-11-8 _1 9- 3-0 Over 2 Supports R= 422 U=274 W=1.5" R=422 U=272 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 DTY::1 FL - 1 R - Scale =.375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND •' T C L L . 20. 0 P S F R E F R 3 5 2-- 2 0 6 8 9 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPA] (TRUSS PLATE INSTITUTE, SBJ D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRCTICES PRIOR 70' T C D L 7.0 P S F DATE 07114103 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED (%- [i SMYTHLUMBERCOSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 w IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 888 E N6 4Q7014 C RDOF:TRU55 nMS1014 :: PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * * B C D L 1 0 . 0 P S F D R W SLTUSR352 2722 SOVFH APOPKA BLVO; BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND t " APOPKA FL 327p3 BRACING OF TRUSSES. TH15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN'S 9TA-.OF Q`' B C L L 0 . 0 P S F S L T - E N G / WM R 4O7 2.99-1,52 -: SPEC IFICATiON PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. 0.LFINES l P1"a`.:.: . CONNECTORSAREMADEOF20GAASTMA653GR40GALY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO , 0 R1 f TOT TL D . 37.0 P S f S EON - 20188 FAX.: 407299-915Hi EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER j A'0 r - c PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P_ D U R . F A C . 1.25 FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS:: CERTIFICATE OF AUTHORTZAmON #9218' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jul 1`4 '03 ANSI/ TPI1-1995 SECTIONZ. SPACING 24.0" JREF- 1S4G352_Z04 1LLL3JAO - KJO) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS. LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED TC From 54 PLF at -1.33 to 54 PLF at 10.67 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BC From 4 PLF at -1.33 to 4 PLF at 0.00 BCDL=5.0 PSF. BC From 20 PLF at 0.00 to 20 PLF at 9.33 BC From 4 PLF at 9.33 to 4 PLF at 10.67 TC 8 LB Conc. Load at 3.09, 4.67, 6.24 BC 10 LB Conc. Load at 3.09, 4.67, 6.24 4X6= 5X4= 6F_ 6 14-0-0 2X4111 3X4= 2X4(Al) = 2A (A I) L1-4-0 0-10- 0-10 1-4-Oy 1— 2-0-0 _1_ 5-4-0 _1_ 2-0-0 _1 9-4-0 Over 2 Supports R=450 U=292 W=1.5" R=450 U=292 W=1.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:::1 FL 1 - R - Scale =.375" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200: MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE iNOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 5ra ucruR A{ PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATIONlAT[ON FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS, AND UNLESi OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M ••:A r ZtFiP4 c IG No 42704 S t ® JI sSTATE OF 5, - p. , .; VVV +' 4 R O a T C T C B/C BC T 0 T L L D L DL L L L D . 20.0 7.0 1D.0 0.0 37.0 P S F P S F cPSF P S F P S F R E F R 3 5 2-- 2 0 6 9 0 DATE 0 7/ 1 4/ 0 3 Sm &H LUMBER CQ Fi00F; TRU55 DIVISION.:: : 2722 SOUTH APDPKA BLVDi APOPKq FL. 32703 ': 4g7, ZJ ... 522 Fmc. 407 z9&9153 DRW $ T SR352 S L T - E N G / WM R S E 0 N - 13792 D U R F A C . 1.25 FROM S L C PROFESSIONALENGINEERING:: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ft SPACING 24. 0" JREF- 1S4G352_Z04 CETZRirr&xmOFAUTAORRATIONYA9218COMPONENTANYNSEPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER IU) L4: 1LL1.51b - Kly) 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 0.00 to 54 PLF at 22.25 BC From 20 PLF at 0.00 to 20 PLF at 20.92 BC From 4 PLF at 20.92 to 4 PLF at 22.25 TC 400 LB Conc. Load at 0.58 0-6-11 y 3X4( 5X4= LE 20-11-0 Over 2 Support R=1155 U=437 W=3" IHIJ UWU PRtPARtO FKUM UOMPUILR 1'NPUT (LOADS & DIMENSIONS) SUBMIIIED BY IHUSS MFR. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 12.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. LA41/il) R=870 U=329 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY'4 FL 1 R Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ;[L . Rp - T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 1BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE `jy` .y_Ii_ INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO ` . Q F 4PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED V :-r TC D L 7.0 P S F DATE O 7/ 1 4/ 0 3SMYTHLUMBERCQSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y*"IMPORTANT** FURNISH A COPY OF THIS OE516N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED E .:No 42704: FiOOF:TRUSS VIV)$ION :: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * ` _.* BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOP.KA BLVD : BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND l BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ti.STAT OF : B C L L 0 . 0 P S F S L T - E N G WM RAPOPKAFL327031 _ / 407 299 1:522 :: SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) NOT D. TPI. ALPINE • Q ,O few -- TOT . L D . 37.0 P S F S EON - 20290CONNECTORSAREMADEOF20GAASTMA553Gft40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 •., FAX-. 407 299-91 53 .: EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESIGN, POSITION CONNECTORS PER roNa EcPROFESSIONALENGINEERING DRAWINGS 100 A-Z. THE SEAL SON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM S L C , RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF-AUTHORIZATION:it92 1:6: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. JuI14'08- SPACING SEE ABOVE JREF- 1S4G352_Z04 kLC6131n - K'fu) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-6-11 C_ 3X4( 120 MPH WIND, 11.60 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. 5X4= 4X6= 2X4 6 F-- 2X4% 1 6 9-4-0 3X8= 5X4= B2) 2.5X4(A1) I_ 8-7-0 _1_ 3-4-0 _1_ 9-0-0 _I 20-11-0 Over 2 Supports J R=764 U=227 W=3" R=861 U=307 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.3125" Ft. I—WARNIPIG— TRUSSES REOULRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TD HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE A.-It T C L L 2 D. D P S F R E F R 3 5 2-- 2 0 6 9 2 INSTITUTE. 583 D'ON OFRIO DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT—FURNISH A COPY OF iH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO FI iii f No 4270:4 T C BC D L DL 7. 10.0 0 P S F PSF DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO, : ii00FTRUSSn1VIS10N : DRW SLTUSR352 S L T - E N G/ W M R12722SO.IM APC)PKA BLVD :: APOPRA FL 32703 _ :. 40:%299-T 62,2 F'A) 407 299 9159 PROFESSIONAL ENGINEERING:: CERTIFICATE OF:AUTHORTfA-nC)N 4*218- BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING, AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AS53 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLES `w OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIN 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, PERJul 1- 1995 SECTION 2. j STATEOF !- VVV V R1T''l• ss/ aNA E 14 Os B C T 0 T L L L D . 0. 0 37. 0 P S F P S F S E 0 N 20296 DUR. FAC. 1.25 FROM SLC SPACING 24.0 JREF 1S4G352_704ANSIJTPI LLL1.5/b - KL.1) TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP #k3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) ini urvu I uin inrui ILVIIUO i 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X4= 2.5X4= 5X4= 6 1— 1 6 9-4-0 GYA= RYA= 3X6(A1) i 7-0-0 I 7-4-0 1 7-0-0 I 21-4-0 Over 2 Support R=1542 U=568 W=8" R=1626 U=622 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - QTY.; FL - 1 R - Scale=.3125" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M• T C L L 20.0 P S F R E F R 3 52-- 2 06 9 3BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IF I (TRUSS PLATE P INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO IFI+••. fPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .+( 'Yr T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3 SMYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f4 (P Fi00FTRU55 IV1S10N: "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F .No.42704 * BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7f2722SOITTHAPOPKABLVb; BUILD THE TRUSSES IN CONFORMANCE WITH TF1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B C L L 0.0 P S F S L T - E N G / WM R APOPKA. FL 82703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN . ;STATE OF T.22 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f: 'plCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED.. APPLY CONNECTORS TO VVV Q R,Q ,•• T 0 T . L D . 37.0 P S F S E Q N - 20305 FAX:," 407 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH15 DESIGN, POSITION CONNECTORS FER 1p PROFESSIONALFIGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t1/!u•,F•y` ••••, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.25 F R 0 M S L C CERTIFICATE OFAUTHORIZATION *92113. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J Ul ANSI/TPI 1-1995 SECTION 2. 1 4::' -" -- SPACING S E E A B O V E Ll R E F- 1 S 4 G 3 5 2 Z 0 4 LCC13/[5 - KZZ IMI1) UWL, FKLFAKLU FKUM L.UMFUItK IINFU1 (LUAU) rJ U11"It IVJ1Uly J) JUblllI ILL? or IKUJJ Mrl, TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP SS WEBS 2x4 SP #3 :143, W4, W8 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) BC From 20 PLF at -3.00 to 20 PLF at 0.00 BC From 412 PLF at 0.00 to 412 PLF at 8.92 BC From 20 PLF at 8.92 to 20 PLF at 10.08 TC 450 LB Conc. Load at 1.00 TC 423 LB Conc. Load at 1.00, 3.00, 5.00, 7.00, 8.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 4-8-0 2.5X4 = 2X4III 2X4 III LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 1 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REQUIRED. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. Fi 6X8(**) = 2X4111 2.5X4= 4X10W3 = W4 2-8-0 W8 0 4 X 6 ( R ) III 4X12= 4X10= 3X4III 13-1-0 Over 2 Supports R=1173 PLF U=578 PLF W=3-3-0 R=2508 U=1235 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.1 WARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO.: :' STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 46 fr TRUSS ([VISION "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722:SOtTR APOPKA BLVD. .f!; ! BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND APOPKA, FL :32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407 I., 622 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND. TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407•Z99-9153 EACH FACE OF TRUSS, AND UNLES.1 OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROM -, ONAL ENGINEERING DRAWINGS 160 A-Z. , THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORrLATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 SECTION 2. FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAD. 37.0 PSF DUR.FAC. 1.25 SPACING' SEE ABOV Scale=.375"/Ft. REF R352--20694 DATE 07/14/03 DRW SLTUSR352 SLT-ENG /WMR - SEQN- 20183 FROM SLC JREF- 1S4G352 ZO4 n 'r nnU rnUn —n n-1 v nTMCMCTnm,.i CIIRMTTTFn RY TRIICC MCD L CC 1.5/IS - vI .... ., ., .. ,. ._. ....__ ..._.. __. .. _. _.. .... _. TOP CHORD 2x4 SP #2 120 MPH WIND, 12.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6(— D1) 10-8-3 2 X 4 III 6-0-0 Over Continuous Support R=74 PLF U=30 PEE W=6-0-0 i PLT TYP. Wave TPI Design Crit: TPISTDFLBC 6.10 - OTY:2 FL - 1 - R - Scale =.375" Ft. WARNING"* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND A:- NTC LL 20.0 PSF REF R352--20695 BRACING. REFER TO HIB-91 (HANDLING INSTALLINGANDBRACING).PUBLISHEDBY TPI(TRUSS PLATE INSTITUTE. 583 D'ONO FRIG DR., SU 1TE 200, MADI$D N. NI 53719). FOR SAFETY PRACTICES PRIOR TO -F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ;kiTC DL 7.0 PSF DATE07/14/03 H LUMBER CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. — IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 O 42BC D L 10.0 P S F D R W SLTUSR352 ROOF -TRUSS DIVISION: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOU.M APOMA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKq FL 327031.-BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ' STATE OFf 6 4 BC L L 0.0 P S F S L T -E N G / W M R 4g7 299 1.522 SPECIFICATION PUBLISHED BY THE AM ERICAN FOREST AND PAPER ASSOCIATION) AND TPI,ALPINE 1•I: MP• V i .. ... : CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 DALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 RCO .•' TOT. L D . 37.0 P S F S EON - 38718 FAX:: 407 z99-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LDCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR. F A C . 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. .THE SUITABILITY AND USE OF THIS GERTIFTICATE OF AUTHORIZATION 092 1 8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER :'JAI 14 _,.0 ........ SPACING 24-D" JREF- 1S4G352_Z04 ANSI/TPI 1-1995 SECTION 2. LCC 1.3/tS - VZ I HlJ 0411, F'KtPAKLU I-KUM LUMPUILK 1NF'UI (LUAU) h UIPILNV)IUNJ) JUMMIIILL) UT IKUJJ MrK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F— 2 X 4 III 2X4 (D1) 2 X 4 III 4-0-0 Over Continuous Support R=74 PLF U=45 PLF W=4-0-0 10-8-3 120 MPH WIND, 11.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 "' -- OT'Y 2 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND 1k M .' T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 6BRACING. REFER TO HIB-91 (HANDLING INSTALL INC, AND BRACING), PUBLISHED BY TP( (TRUSS PLATE "`a)PR, INSTITUTE. 583 D'O NOFRIO DR., SUITE 200, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO pT:• c- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED V ( .q( T C D L 7. 0 PSFF DATE 0 7/ 1 4/ 0 3MYTHL.UMB.ER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. Y`;/ IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y c- iZOOF.(RUSSnIY1510N PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ND.is%Q4 :' B/C DL 1b.0 PJF DRW SLTUSk352 2722 SOUTH APOF'KA BLVD.i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND B C L L 0 . 0 P S F S L T - E N G WM RAPOP.KA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE .bF / 407 ,299.1 522 ! SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE q ( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT A' NOTED. APPLY CONNECTORS TO •'. Pf :: TOT . L D . 37.0 P S F S E 0 N - 38721FAx.407 99 9153 R,;. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ( PROFESSIC7NAL. ENGINEERING.: DRAWINGS 160 AZ. THE SEAL"ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGi1 DUR.FAC 1.25 FROM JLI. r RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS NAL :. r CERTIFICATE OF-ALITHOORFLATION Yt921 a COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ,JV I 14:.: ANSI/TPI 1-1995 SECTION 2. S- PACING` 24.0" JREF- 1S4G352_Z04 LLL1S/tl - V.S) I M13 uwu L,KtrHttCU rr Vl9 lurirul Ln 1Iv ui LL,u HUa n UiI Div Ii-111 i env., I ..1 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS 6 F-- 3X4L= 2X4(D1) = 6 2X4(D1) 15-8-3 1_ 2-0-0 _1_ 2-0-0 _1 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 120 MPH WIND, 16.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL - 1 - - R - Scale WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE PERFORMING THC ES PRIOR TOgSERACTIDFUNOTIONSIODRUNLESSTOTHERNISE. IADI ND ICAT ED, TOPICHORDFOHALLFHAVEPPROPERLY AiT AC HED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDr< PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR 40 GAILY STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCAT EO ON THIS DESIGN, POSITION CONNECTORS PER m: LSI r'[` Frol NO.42704 V. ,y• 1. i A STATE OF • S. y O RIQ A '.- A' vf`•tj r--p, «• '`a T C T C BC BC T O T L L D L DL L L L D . 20 7.0 10.0 0.0 37.0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 0 6 9 7 DATE 07114103 MYTH LUMBER CO FZOOFTRIJSS L),IVISION 2722 SOUTH ApoikA bom APOPKA FL :32703 at 522 07299 : FAx.- 407-299-91 53 .: DRW SLTUSR352 S L T- E N G W M RS EON 36093 D U R F A C . 1.25 FROM S L C PROFESSIONALENGINEERINGDRAWINGS160A-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 vJ; SPACING Z 4O J REF 1 S 4 G 3 5 2_Z 0 4 ING ..._.'. CERTIFICATE OF AUTHORIZATIONS#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. J U1:4: ' U-- -- 4M31B - V4) IHIb UWG NKLNAKtU tKUM WUMNUILK 1NPU1 (LUAU) f UIMLNJIUNJ) JUbM111tU 5Y IKUJJ MtK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6 F-- 16 2X4 (D1) = 2X4 (D1) 2 X 4 III I_ 4-0-0 _1_ 4-0-0 _I 8-0-0 Over Continuous Support— R=74 PLF U=27 PLF W=8-0-0 J 120 MPH WIND, 15.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL - 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND -•A M••A T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 8BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE P, INSTITUTE.- 583 D'ONOFRIO DR., SUITE 200. MADISON. RI 53719), FOR SAFETY PRACTICES PRIOR TO •.tIiFIC . PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED //////; 0 ( T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3SMYTH. LUMBER Co.:::. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fV : iZOOFTRU58t)mIs.10N **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f Noi 42704 . BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA 8W.D. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ; B C L L 0.0 P S F S L T E N G / W M RAPOPKA;FL 32703 :: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE4072,99-7 522 - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 5 a R1O T 0 T . L D . 37.0 P S F S EON - 36091FAvc407z9B9153EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER pA..•,...`• PROFESSIC7NAL ENGINEERING; DRAWINGS 160 A-2. THE SEAL SON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM SLCRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIHCATE OF AUTHORIZATION #9216: COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ~ ANSI/TPI 1-1995 SECTION 2. `ilul 14' SPACING ' 24.0" JREF- 1S4G352_Z04 LLL1J/U - H1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 L< 1-10-10 9-10-13 9-10-1 Over 3 Supports R=393 U=217 W=11.314" IH1J UWA NKLFAKtU r'KUM (.UMFUItK 1NF'UI (LUAU) h UlP1t INJ1UNJ) JU*M11ItU by IKUJJ Mt K. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 1 -10-3 R=217 U=189 3-9-15 0 R=322 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY4 FL 1 R - Scale =.375" Ft. WAR NINE«« TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND L! RqBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ..}I' T C L L 20.0 P S F R E f R 3 5 2- -2 0 6 9 91 INSTITUTE. SB3 O'ONOFRIO D R., SUTE 200. MADISON. XI 53719), FOR SAFETY PRACTICES PRIOR TO t F1clPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED y1 jG%` T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3SMYTHLUMBERCOSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION "IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f Ne 42704 - BC DL 10. 0. PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722:SOUl'" APEFPKA BLVD:: BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND J . APOPKA FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S- ATE;.,OF `' B C L L 0 . 0 P S F S L T - E N G / W M R 407-,22 6r22 : SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Pr {VV c- FAX.::407zgg-9159 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAILY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO'..10 TOT. LD. 37.0 PSF SEON- 20309 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER n. DRAWINGS 150 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS --- D U R F A C 1.25 FROM S L C CEFTTIFIC[ATE OF:AUTHORFLATION4$921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0F THE BUILDING BESIGNER. PER - " ANSI/TPI 1 1995 SECTION 2. Jul 14--'03 - SPACING SEE ABOVE JREF- 1S4G352_ZO4 LCL13/DS - HL TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 L-E i-10 10 CIF 7-0-14 _1 l7-0-2 Over 3 Supports > R=447 U=424 W=11.314" LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.82 to 54 PLF at 7.01 BC From 4 PLF at -1.82 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.01 TC -13 LB Conc. Load at 1.48 TC 96 LB Conc. Load at 4.31 BC -1 LB Conc. Load at 1.48 BC 47 LB Conc. Load at 4.31 11-10 3 R=211 U=218 2-9-15 0 R=100 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD. FLBC 6.10 - Q:TY::2 FL 1 - R - Scale =.375" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PANELSRMINGTHESEFUBO7TOMSCNORDESHALSSLHHAYESAPROPERLYDAiTACHEDORD[GIDACEILING.LL HAVE PROPERLY ATTACHED IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. iHiS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL' ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER INGS/ppALRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS r IIFCq 5/0rNo 42]04 ' S STAEO.F tom.. S 1h O j V ;_, T C T C BC BC TOT. L L D L DL L L L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 2 0 7 0 0 DATE 0 7/ 1 4/ 0 3 H LUMBER COS7RUOC7URAL f200FTRU5SDIYISION .: 2722 50.U7H APOPKA BLVD .: APOPKA FL 32703 407 299 1 622 FAX:-407 29931 53 PROFESSIONAL ENGINEERING:; - DRW SLTUSR352 S L T - E N G / W M R S E Q N - 38520 D U R . F A C . 1.25 FROM S L C S' PACING 24.0" JREF- 1S4G352_Z04 CERT1F16ATEOFAUMOPRAT19N"#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. Jul 14:: LLC1.5/IS - M.S TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 1-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 4.24 I 0 1- 3 0-4-3 1-3-1.5U=180 T + LL-0 R=9 U=180 2x4(Al) L'E i-10-10 -1.,--2-9-15-->j 2-9-3 Over 3 Supports R=123 U=180 W=5.657" 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 __ Q.TY:2 FL 1 - R - Scale =.375" Ft. y,."'WARNINf" TRUSSES REOU[RE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND u ••.A T C L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PI ATE t'1 / INSTI TOTE, 583 D'ONOFRIG DR., SU1 TE 200, MADI SON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V?. Q'tiFicq'% T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMY rH LUMBER CO :: STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : vG' a F•T,RIISS niv 51 N„ "''IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION. CONTRACTOR. ALPINE ENGINEERED N0.42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO _ 2722:SdIIi1H APOPKA HLVDJ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND B C L L 0. 0 P S F S L T- E N G W M R APOPKA. FL 32703 . BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF - / 407-299-1 622 SPECIFICATION PUBLISHED BY THE AMER[CAN FOREST AND PAPER ASAND TPI. ALPINE S. P T 0 T. L D. 37.0 P S F S E Q N- 2 1 3 3 5 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO VVV R,O•• f FAX: 407 z99-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `• ,• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING ...:: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS -`roHn` D U R . F A C . 1.25 FROM S L C dHR FICATb OFAUTHOIRI7AT1ONYt92%8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDING DESIGNER. PER Jul .14: --- SPACING SEE ABOVE JREF- 1S4G352_Z04 ANSI/TPI1-1995 SECTION 2. LCC13/t5 - L1 IHIS UWU PKLPARLD FKOM COMPUILK INPUT (LOADS & DIM M IUNS) SUBMIJILU HY HUSS MPH. TOP CHORD 2x4 SP #2 BOT CHORD'2x4 SP #2 120 MPH WIND, 11.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 10 4 R=164 U=180 3-10-3 0 r R=73 U=180 L<1-4-011-1-- 7-0-12 .,I i7- 0-0 Over 3 Supports R= 359 U=188 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:19 FL 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M ry1 •; e T 1. L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 2 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IJ ! C INSTITUTE, THESE D UNCTION DR., SUITE HER SE INDIC WI TOP C , FOR SAFETY PRACTICES FRIAR TO + ` A'F(•,•r / T C D L 7.0 PSF FD A T E 0 7 / 1 4 / 0 3 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V fj` "'Y [' SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.%G ROOF. TRUSSC%IVISION:i **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S 2722soirHAPOPKABLVbBUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND S BC L L 0.0 DP S F S L T - E N G WM R APOPKAFLi92708BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN : STATE OF [,Q / 407 299-1 522 CONNECTORSSPECIFICATON AREMADE OF BY 20GATHEASTMMA653AGR40REST GAILY. STEEL, EXCEPT ASSOCIATION) ASNOTED. T APPLYCLPINE ONNECTORSTO 5 v FAx:: 407- 2999153n..•Q R1t1 TOT . L D. 3 7.0 P S F S E Q N- 38729 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL'ON THIS DR AN WING INDICATES ACCEPTANCE OF FR OFESSIONAL ENGINEERING NAL D URF A C . 1.25 FROM S L C RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUMOREWFION 4R9218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Ju1 14' ' - SPACING` 24.0" JREF- 1S4G352_ZO4 LZLLJlb - LZ) IMIJ UWU VKtYANLU tKUM LUMYUItK 1NKU1 (LUAU) & U1MtNNIVNJ) JUb M111tU by IKUJJ MFK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11-10-4 R=109 U=180 2-10-3 0 R=48 U=180 L<1-4-0111 5-0-12 5-0-0 Over 3 Supports R=290 U=180 W=8" 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY2 FL 1 R Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P J F R F F R 3 52-- 2 0 7 0 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ._`}^ , INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MAD ISO N, NI 53719), FOR SAFETY FR ACTICES PRIOR TO `j pg[F(, a c- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAYE PROPERLY ATTACHED J' " ` ` T C D L 7.0 PSFF D A T F 07114103SMYTHLUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V + ii00F,"`RU55CJIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ':ND aszon - BC DL 10.0 PSF DRW SLTUSR352PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 2722 SOU YH AP6PKA BLUR; BUILD THE TRUSSES IN CO Nf OR MA NLE NI TH TPI: OR FABR iC ATING. HA NOLIN6. SHIPPING. INSTALLING AND ! R. APOPKA, F4 3270.3 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN :STATE ;OF . BC L L 0.0 P S F S L T - E N G / W M R CONNECTORS IAR EPMADE SOFD ZOGATAS TMMA653AGR 40R 6ALYANSTEEPERE%CEPTIASI NOTED ND TAFPLYACONNEC TORS 70 R10P'r ao7z9s-1rzz TOT AD. 37.0 PSF SEQN- 38517FAx; 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERVISE LOCATED ON THIS DESIGN, FOSITIDN CONNECTORS PER V PROFESSIONAL ENGINEERING - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25 FROM S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CErTiTnc m OFAUn90RFZATI0N #9218COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER --- ANSI) TPI 1-1995 SECTION 2. Jul 1d-'o3 -' SPACING 24.0" - JREF- 1S4G352_ZO4 LLC1.S/0 - t,i Ir11J UWU rntFANLu rMum L,urlruttrc irvrui (LUAUS n U1rItIVJTUI43) 3UDPI111CU DI 1-00 1—. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 F-- 2X4(A1) L<1-4-oaL<-2-0-12—>j 2-0-0 Over 3 Supports R=207 U=1800 W=4" IT- 0-41.4R_ U=180 10 U=180 120 MPH WIND, 14.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP..Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 _ - QTY:4 FL 1 R - Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. .REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TFI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADI$0 N, XI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R.(i_ F/•.•p"•• fGif r'%' f No 42104t Q: T C T CB C L L D L D L 20. 0 7. 0 10. 0 P S F P S F P S F R E F R 3 5 2-- 2 0 7 0 4 SMYTH: LUMBER CO. : y ROOFTRUSSDIVISIONDATE 0 7 / 1 4 0 3 D R W SITUSR352 c JLT- ENGWMR 2722 SOUTHAPOF'KA m :: APOFIW.FL 32703 407 299- 1 U22 : FAX: 407 299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER RIFOREST ANDPAFE0. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALM. STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S STATE OF r• 4 PjORQ,A y '• 4 BC T 0 T LL L D . 0.0 3 7 0 PSF P S F S E 0 N 20283 D U R F A C . 1.25 FROM S L C y PROFESSIONAL ENGINEERING _ CERTIFICATE OF AUTiORrLATION4t921'8- DRAWINGS 160 A Z. THE SEAL'ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLtLY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PE0. ANSI/TPI 1-1995 SECTION 2. 1uI 14 ' 03 S'P ACING 24.0" JREF- 1S4G352_Z04 722137B - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 11-10-4 R=109 U=180 2-10-3 0 R=48 U=180 Lc1-4-0-5-0-12 5-0-0 Over 3 Supports R=290 U=180 W=8" 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY::B FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR iO DR., SUITE 200, MAD ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFOR PII NG THESE FUNCTIONS. UNLESS OTNE RXISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO b IF1 CCy i : ND.4270.4 T C T C B C L L D L D L 20.0 7.0 1 0.0 P S F P S F P S F R E F R 3 5 2-- 2 0 7 0 5 DATE 0 7 / 1 4 0 3SMYTHLUMBERCO. ROOF:TRUSS n1YiS1ON D R W SL TUSR352 SLT-ENG WMR2722SOtfTHAPOPKABLV6: AFOPM:A FL :32703 : 407 299 1,622 FAX:; 407 z99-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE'/C CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS-, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Aj'• S STATL'• OF _. V R1 1 BC T 0 T LL L D . 0.0 37.0 PSF P S F S E 0 N 38734 D U R F A C . 1.2 5 FROM S L CPROFES$IONAL ENGINEERING : DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATE S ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND -USE OF THIS:.: SPACING 24. 0" 1U R F F- c- I S 4 G 3 5 2 7 0 4CERTIFICATEofALFTHORi7A-r10N #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. J u l 14 U LCL1J/b - UZ HIS UWU VRLVAKLU rKUM L,UMHUItK. INKUI (LOADS & U1MtIVJ1UNJ) JUtlMlIItU OT IKUJJ MrK. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 1(10-4 IIR-48 U=180 1-1II0-3 9.C4.- 0 R=23 U=180 L<i-4'-011,--3-0-12--lj 3-0-0 Over 3 Supports R=228 U=180 W=8" 120 MPH WIND, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY112 FL 1 R Scale WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H19-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MADI SO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDfVSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO N4 •SALIF1C,,,4. % F F No 42704 y, A T C T C B C L L D L D L 20.0 7.0 10.0 P S F P S F P S F R E F R 3 5 2-- 2 0 7 0 6 SMYTH LUMB. ER CO. FZOOF TRUSS C)IVISION . DATE 0 7 / 1 4 / 0 3 D RW SLTUSR352 S L T - E N G WM R272250LITHAPOPKABLVE) .: APOPKA, FL 32703 407-299-1 522 FA1c ?107 z98 91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER••• STATE OF S Q R10 :•v V N r BC T0 T L L L D . 0.0 37.0 P S F P S F S E 0 N 3 8 7 3 8 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING :.:_ CERTTFcATE OF AU'TFIORQA710N itw 18: DRAWINGS 160 A-Z. . THE SEAL'ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jul 14 '03 STACING" 24.0" JREF- IS4G352_Z04 LLL1.510 - UJ) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.60 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. i 1- 0 - 1F= 9U=1800 4 9-4 0 9K= U=180 L<1-4-0 1-0-12 1-0-0 Over Supports R=234 U=248 W=8" PLT TYP. Wave TPI 95 R Design Crit:, TPI STD FLBC 6.10 QTY.;. 6 FL 1 R - Scale =.375" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M :RA _ 1_'/!l T C L L 20.0 P S F R E F R 3 5 2-- 20 7 0 7 INSTITUTE. 58J D'ONOFRIO -DR., SUITE 200, MAD ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [ND IC ATED. TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE- FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO pp->; IFIC•w` i.fG!' '9j.';!y No 42704 * ..: T BC D L DL 7.0 10.0 P S F PSF DATE 07114103 SMYTH LUMBER Cq F200FITRUSSlJ1VIS10N f DRW SLTUSR352 SLT-ENG WMR2722150U7NAPOPIOABLVD1 POpKA. FL 32703 :: 407-2.99-1 522 - FAx: 407 ?-K - l 53 BUILD THE TRUSSES IN CONFORMANCE WITH _TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IF ICATiON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE of ; p R10Pf VV BC T 0 T LL. L D . 0.0 3 7.0 PSF P S F S E Q N 20286 D U R F A C 1.25 FROM S L CPROFESSIONALENGINEERING CERTIFICATE OF AUTHORRATIONY0921.E3 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI(TPI 1-1995 SECTION 2. ONpt L Ul 1A.— U3......- - -..... SPACING 24 0 J R E F 1 S4 G 35 2_Z 0 4 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIESI GRADE NO BRACES 1) IX4 "L" BRACE 1 1) 2X4 1" BRACE . 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' II" 11' 3" 13' 1" 13' 5" U S P F 3 3' 4" 4' 11" 4' 11 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" z 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" e' 4" 10' 0" 10' 0" 13' 1" 13' l" W STANDARD 3' 3' 4' 2" 4' 2" 5' 6" 5' 6" 7' S" 7' S" B' 7" 8' 7" 11' B" 11' B" 1 3' 9" 5' Ir 6' 4.. 7' 0" 7' 6" 8' 4" 8' 11" 10' I1" 11' 10" 13, 1" 14' 0" sp 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 6' 9" 10' 3" 10' 3" 13' 1" 13' 9" i C.2 DFL STUD 3' 6" 4' 11" 4' -11" 6' 6" 6' 6" 8' 4" B' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" r- 1 2 3' 11" 6' 9" 6' 11" 8' D" 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' 11' 7' 10' 7' 10" 9' 6" 9' 6'" 12' 3" 12' 3" 14' 0" 14' 0" W Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" S P 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W QD 3 4' 0" 6' 2" 6' 2" B' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 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" Q 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 2" 6' 11" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" 0 STANDARD 4' 2" 5' 11 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' T* 1 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" 1DFL STUD 4' S' 7' 0" 7' 0" 8' 9" 9' 3" 1 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 6' 1" 1 6' 1" B' 0" 8' 0" 1 10' 6" 10' 9" 1 12' 5" 12' 5" 14' 0" 14' 0" SYMM 2X4 #2N OR BETTER DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 18" BRACE IS USED. CONNECT L. L DIAGONAL BRACE FOR 870M BRACEATEACHEND. MAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL r VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L 17 ' AS SHOWN) AT UPPER END. ONTINU , B CONNECT DIAGONAL AT REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 2 ISTANDARD 2 STUPA3STUD3 DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARDI STANDARD GROUP B: HEM -FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 I I #I 2 #2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. - ATTACH EACH "L" BRACE WITH IOd NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH I NO SPLICE LESS THAN 4' 0" JIX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN I1' 6" 2X4 GREATER THAN Il' 8" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. 4;Z3 ,' IV1 " 'I" THIS DRAWING REPLACES DRAWING A10030E WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 4 REF ASCE7-98—GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, HALL HAVE 1 7S • NO. 42704 DATE 09/10/01 SMYTH LUMBER CO. ERLY STRUCTURAL PANELS AND BOTTOM CHORD SHALL RDPRRIGIDCEILINGHAVEAOPROPERLYATTACHEDROOFTRU3S DIVISION I MPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE PRODUCTS, DRWG A12030ECO901 2722 SOUTH APOPKA BLVD. ENGINEERED INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, STATE OF ENG APOPKA, FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TMA653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFDRAWINGS Oj•••. < O 1 P e TOT. LD. 60 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, PDSITION CONNECTORS PER 160 A-Z, THE SEAL THIS GA INDICATESACCEPTANCE OF OCUMPDNi PROFESSIONALENGIN ERING PROFESSIONAL OR TRUSSDESIGNSHOWN ENGINEERINGREPUONIDLCOMPONENTLARZss pNA-•SVSS`` CERTIFICATEPOFESTHISTHRNBUILDINGISTHEBRESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. u_n<•:c«`'4'` MAX. SPACING 24.0" I GABLE DETAIL ABOUT FOR LET -IN VERTICALS GABLE VERTICAL LENGTH RIGID SHEATHING REINMI GABLE VERTICAL PLATE SIZES REFER TO ENGINEERED TRUSS DESIGN FOR PEAK. SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB, EXAMPLE: 2* 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP - LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: lOd COMMON TOENAILS AT 4" O.C. PLUS (4) 18d 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 CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0899, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0907, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, 509015EN0699, 508015EN0699, S07015EN0899 S11030EN0699, S10030EN0699, S09030EN0699, 508030EN0899, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. zxe "T" REINFORCING MEMBER zxa "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (I) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRAG WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH IS FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 300 MPH 30 FT 2x4 10 7. 0 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 IO 7. 10 7. 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. BO MPH 30 FT 2x4 20 7. 10 7. 2x8 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP p3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" DRAWINGS GAB98117 876,719 & HC26294035 WARNING.. 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 O'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ls 'szV !,`IFI r•"IC •• i 1 REF LET -IN VERT DATE 10/24/01 SMYTH LUMBER C O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISHDRWG ROOFTRUSSDIVISIONkIMPORTANTx A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS No. 42704 GBLLETIN1001 ENG DLJ/ KAR 2722SOUTH APOPKABLVD. ANDLING,NSHIPPING, FAILURE WITH tNTALLINGTHE ANDTRUSSESBRACiNG10FCRUSESNCEDESIGNICONFOORMSBWITHTING, APOPIU, FL 32703 APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE CONNECTORS NOTEDTFAPPLYI 407-299- 1522gSTMlA653GR40TGALV.PSTEELAEXCEPTTAS CONNECTORS TO EACH FACE OF OGA STATE OF TOT. LD. 60 PSF FAx: 407-299-9153ENGINEERINGTRUSSAND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A R. FAG. ANY PROFESSIONAL - ENGINEERING RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE O Q ` AX SPACING . 24.0 ' CERTIFICATE OF AUTHORIUTION p92iBRESPONSIBILITYOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHEOFTHEDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.^C`(1.••0 BUILDI NG Y 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 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX. W2X4 W2X4 W2X4 8-0-0 MAX- W2X4 1 12 MAX2,(— V4X4 W1X3 W1X3 6-0-0 W1X3 (MAX SPACING) W1X3 W5X4/SPL W1X3 W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E—N t W2X4 OPTIONAL STUB END DETAIL x W4X4 IF OPTIONAL HIP JOINT DETAIL k E COMMON TRUSSESI PARTIAL FRAMING 20-0-0 MAX (++) alul11111mu i AT 2 OC I PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. w S//////i Q`!' THIS DRAWING REPLACES DRAWING A105 WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SNIPPING, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V •', G TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPl (TRUSS PLATE"INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALeSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. 1NO.42704 C w IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPIE ROOINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS FTRUSS DIVISIONENGINEERED = DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ IG4R 2722 SOUTHAPOPKABLVD. DESGN; ANY FAILURE _TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, _ HANDLING, SHIPPING, INSTALLING AND BRACING LL 0 0 0 PSF OF TRUSSES. DESIGN CONFORMS WITH' APOPKA, FL32703APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESTANDPAPERSTATEO F Q OT: LD. 60 407-299-1522 ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS ASTM A653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-91 53 TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL 1 •,• ,• l' O^ 'cO 1O Q•.•• i ^/^•••• "N55 57 PSF PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE C' _ (.`\'`\\ 4j + •••••••• •• DUR. FAC. 1.25/1.33 1.151.15 SPACING 24 CERTIFICATE OFAVTHORRATIDNH9210RESPONSIBILITYOFTHEBUILDING_ DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. o` w c e CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D)F-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. B) 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIALPARTIAL FRAMING PLAN I ULVL 1V1 U 1V 11\UJJliJ t11 r.-* UV 2) 16d BOX NAILS, \ TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED GIRDER L(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TOZ(3) AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONY WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED LL 30 30 40 PSF REF CONY. VALLEY BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL••••• V `'FIC ^•• Cry DL 20 i 15 7 PSF DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANI-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. FjC L lO lO lO PSF DRWG VALCONVF0699 ROOF TRU55 DIVISION ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. z :• BCy 0 0 0PSF ENG MLH/KAR2722SOUTHAPOPKABLVO. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. 'DESIGN CONFORMS WITH N0,42704 APOP1u, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 60 57 PSF 55407-299-1522 FAX: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL L STATE OF Z O •.IC.1.25/1.33 TOT.= L,D. 1. 15 1.15 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHESUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 5 ••'. / C CING SEE ABOVE CERTIFICATEOFAUTHORIZATION #921 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. r :•• jO '.• L Q . r L 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 TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLLN SPACING 120 MPH WIND, ASCE 7-98, CAT I1, 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. Em E E E EITHER PLATE OPTIONAL B LOCATION IS SPLICE B / BACCEPTABLEp B D—SPLICE B 2. TYP. B B H I; MF I AC C C C JOINT SPANS UP TO TYPE 30, 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY, APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 o000o0 0 oo0 2„ OO o0o0000o00 I_ 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. y,,;3 a'1II11 ""i7WING REPLACES DRAWINGS 634,016 634.017 & 847.045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHE A /y N/ MAXLOADING REF PIGGYBACK BY TPI ( TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL y.`` •.•••• e" V IF'C •• f, '9T • rim 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. r IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE S1.33 DUR. FAC. DRWG PIGBACKB0699 ROOF TRUSSDIVISIONINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG DLJ/ KAR 2722SOUTHAPOPKABLVD. THEWITHNO.42704 E 50 PSF AT APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 9.25 DUR. FAC. 407-299- 1522 FAX: 407- 299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653GR40GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE STATE O F 47 PSF AT PROFESSIONAL LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY i 1.1 5 DUR. FAG. ENGINEERING SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE - FORNENT ANYAR USECTIONI2THENANSI/TPIyACING 24, 0 CERTIFICATE OFAUT1I0RIZATION#921a RESPON$IIB [L.TYDOFSTHEOFBUIIL DING DESIGNER, IGNER, 1L1995 Os/0N AV. r t BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4++ MAX 3Xl 3X8 TRULOX18" LOXMAX42X8WEDGE( 2)8D NAILS CUT TO FIT AE DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 W'ARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,••TIFICq'•, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL a`p qN 4V 1 `• TC LL PSF DL PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. y B DL 10.0 PSF DRWG BCFILLER0699ROOFTRUSSDIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS i ENG DLJ/KAR2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2 NQ, 42704- c LL - PSF APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE j'Q`_ LD. - PSF407-299-1522 FAX: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1.0/1.15/1.25/1.33PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A CERTIFICATE OF AUTHORIZATION it921El SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O / t1 P•• RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. All j ` \C ACING 24.0" S/ON Al I$ M STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 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# 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J3 11 J1 J J1 J3 J5 J7 J7 J7 J fiT* 1 J 5 'T 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 W2X4 600 qO wzx4 W2X5 ' W3X4 ALTERNATE LOADINGi OR TCLL 20 PSF SIIMPSON TCDL 20 MAX PSF 3/4" - THJA26 BCDL 10 PSI-', TOT.LD. 50 MAX PSF 5' 9-10-13 OVER 2 SUPPORTS ' "7 *** DUR.FAC. 1.25R=463#, W=3.50" R=652#, W=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES ti S•1 "" roar DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, / INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PU13LISHE A C LL 3O MAX PSF REF 7 STBK CSBYTPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIG DR., SUITE 200, MADISON, WI. 53719) FOR • iC j •. C` yJSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, \ •, r l..q •' 1 DL, 15 MAX' PSF DATE 06/25/99 SMYTH LUMBER C O, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'f t•, IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE : BC L 10 PSF DRWG CS7SBK3A0699ROOF'TRUSS DIVISION - ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, * NO, 42704 1,L 0 PSF -ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING DF TRUSSES. DESIGN CONFORMS. WTH = _ 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 0T_= LD. 55 MAX PSFASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ' STATE OFFAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER izi ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i A • • FAC. 1.3 3PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHE ''• / f ''; SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i O •'. IC 7CERTIFICATEOFAUTHOR"TION#921U RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. _ P . n RvOP_- ACING SEE ABOVE sioiva. lost- CLB WEB BRACE SUBS.TI T—BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L—BRACING: BRACING METHOD IS DESIRED. 06110611 THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. TI0N APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MA ISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPMA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407.299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. P, C, 1 TIFIC,9 c•. No. 42704 STATE OF T-BRACE \ OR L-BRACE T-BRACE L-BRACE SCAB THIS DRAWING REPLACES DRAWING 579,640 LL DL DL LL 9 LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR R. FAC ACING Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43"E 50.00' LOT 88 LOT 71 P.C.P. CIL MONROE VIEW TRAIL i (50' R/W) TRACT "F" PR 1 VATE ROADWAY N 89° 59 ' 43 "E REFERENCED BEARING Ir280 56 P. C.P. dra a J' -1 CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT F " PRIVATE ROADWAY Max Coverage - 64 SETBACKS: CITY OF SANFORD Front 25' Reor 20 SITE DATA Side 5 ' Corner 15 M_P_ERVIO_US SO. FT. - 5 I% LEGAL DESCRIPTION: Lot 72. - V E N E T I A N BA Y Minimum Lot Width 50' LOT S0. FT. according to the plot thereof as recorded in Plot Book 63, 1 M P E R V 1 0 U S AREA - 2825 SO. FT. at pages 84 - 88 of the Public Records of Seminole County, Florida. Note: Bearings shown hereon are referenced to the CIL X", of VENETIAN BAY CIRCLE as being S 895943"W. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone according to the Flood hsuronce Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering 12028 9 0035E. Dated 0 4117195. construction plans by Ned H i l l e r Engineering. hc. City or Sanford. Community Number 120294) Job Number 2001. Legend General Notes: 1. This is a BOUNDARY Survey in the field on fRO FOSEb Temporary Benchmark assumed datum) ois Offset O.R.B. Official Records Bookperformedp8PlatBook2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsurface/aerial encroachments, ifany, were located. C/L Centerline PCC. Point of Compound Curvature 3. Building ties Shown are to the exterior unfinished foundation surface Or lormboard. d CALC Central or (Delta) Angle CalculatedCB P.C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing PageP. R.M. Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P.R Permanent Reference Monument PProperty Line ytodeproposedoractualdifferenceinelevationrelativetotheassumedonlydepicttheropppC.M. Concrete Monument P. 0.8. Point of Beginning temporaryBenchmarkshownhereon. EL. or ELEV Elevation P.O.C. Point of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P. I Point of Intersection Rights - of -way of record whether depicted or not on this document. No search of the FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature Public Records has been made b this office. Y1. P. Iron Pipe PT. Point of Tangency 6. The legal description shown hereon is as furnished by client. I.R. Iron Rod R Radius RAD Radial Line 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence Denotes M"iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RA,vRight -of -Way iron rod with red plastic cap marked "Witness Corner'; unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent anentcontrol point) Mea Measured TYP. Typical Denotes Permanent Reference Monument N/D(N&D) N. R. Nail and Disk Not Radial Fence symbol see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of aFlorida licensed Surveyor an r apperDrown by: AH ThissurveymeetstherequirementoftMinimumTechn'aldsascontainedin heIGdaAdministrativode. pheporedbFor: MORRISON Sketch of Legal Description Job Number: 02-017-02 This is not a Survey Scale : 1-- 30' William A. Herx, P.L.S. Florida Registered d Surveyor No. 3162 Plot p 1 on per formed : 12- 16-03 Darae L. Przemieniecki, P.S.M. Registers Su eyor and Mapper No. 6030 F o un d ol i o n Survey: William R. Herx, P. S.M. Registered Survey d Mapper No. 6092 Final Survey Herx & Associates Inc., State of Florida LB 4937 Revision $ FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: LANTANA Builder. MORRISON HOMES Address: UB Ze,C Permitting Office: C7C. City, State: / j`G iL. Permit Number - Owner: YV10K-SDIv HbW1 Jurisdiction Number Climate Zone: Central 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type Single Pane a. Clear glass, default U-factor 253.0 ft2 b. Default tint 0.0 ft2 c. Labeled U or SHGC 0.0 W 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Une. Ret: Uno. AH(Sealed):Garage b. N/A New Single family 1 4 -- Yes 1846 ft2 Double Pane 0.0 ft2 0.0 ft2 0-0 W R=0.0, 201.0(p) ft -- R=4.1, 1150.4 fe R=11.0, 17.0 ft2 _ R=11.0, 418.0 fe R=30.0, 1851.0 W Sup. R=6.0, 1.0 ft 12. Cooling systems a_ Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits BR -Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fang CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 27499 PASSTotalbasepoints: 28780 I hereby certify that the plans and specifications covered by this calculation are in complian ith the Florida Energy Code. PREPARED BY: 2 /L 3DATE: I hereby certify that this buil g, a esigned, is in compliance with the Florid n ode. OWNERIAGENT- DATE: Cap: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 kBtu/hr HSPF: 7.80 Cap: 50.0 gallons EF: 0.86 PT, Review of the plans and STAPBspecificationscoveredbythis indicates 00"E calculation compliance with the Florida Energy Code. Before construction is completed a this building will be inspected for compliance with Section 553.908 ions Florida Statutes. BUILDING OFFICIAL: 1 DATE: . r% t sion: FLRCSB v3.30) Y FORM 60OA-2001 1 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 - Omt Len Hgt Area X SPM X SOF = Points 18 1846.0 25.78 8566.2 Single, Clear NW 5.0 4.0 15.0 40.72 0.61 373.0 Single, Clear NW 1.4 12.5 24.0 40.72 1.00 973.1 Single, Clear NE 1.4 8.0 38.0 47.10" 0.97 1737.9 Single, Gear NE 1.4 8.0 38.0 47.10 0.97 1737.9 Single, Clear SE 1.4 9.0 53.0 61.07 0.97 3141.7 Single, Gear SE 1.4 8.0 19.0 61.07 0.96 1117.9 Single, Clear SE 1.4 8.0 19.0 61.07 0.96 1117.9 Single, Clear SW 1A 8.0 19.0 56.99 0.96 1042.3 Single, Clear SW 1.4 8.0 28.0 56.99 0.96 1536.1 As -Built Total: 253.0 12778.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 418.0 070 292.6 Concrete, Int Insul, Exterior 4.1 1150.4 1.18 1357.5 Exterior 1167.4 1.90 2218.1 Frame, Wood, Exterior 11.0 17.0 1.90 32.3 Frame, Wood, Adjacent 11.0 418.0 0.70 292.6 Base Total: 1585.4 2510.7 As -Built Total: 1585.4 1682.4 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 34.0 7.20 244.8 Exterior 34.0 4.80 163.2 Adjacent Insulated 18.0 1.60 28.8 Base Total: 52.0 192.0 As -Built Total 52.0 273.6 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1851.0 2.13 3942.6 Under Attic 30.0 1851.0 2.13 X 1.00 3942.6 Base Total: 1851.0 3942.6 As -Built Total: 1861.0 3942.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 201.0(p) -31.8 6391.8 Slab -On -Grade Edge Insulation 0.0 201.0(p 31.90 6411.9 Raised 0.0 0.00 0.0 Base Total: 6391.8 As -Built Total: 201.0 6411.9 INFILTRATION Area X BSPM Points Area X SPM Points 1846.0 14.31 2641.6.3 1846.0 14.31 26416.3 EnergyGaugeO DCA Form 600A-2001 EnergyGauge@/RaRES'2001 FLRCSB v3.30 Y FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT Summer Base Points- 36236.9 Summer As -Built Points: 38680.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38680.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 12400.7 36235.9 0.4266 15031.6 38680.9 1.00 1.188 0.284 0.950 12400.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeORaRES'2001 FLRCSB v3.30 FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1846.0 5.86 1947.2 Single, Gear NW 5.0 4.0 15.0 14.97 0.99 222.7 Single, Clear NW 1.4 12.5 24.0 14.97 1.00 358.9 Single, Clear NE 1.4 8.0 38.0 14.70 1.00 558.9 Single, Clear NE 1.4 8.0 38.0 14.70 1.00 558.9 Single, Gear SE 1.4 9.0 53.0 10.59 1.02 572.1 Single, Clear SE 1.4 8.0 MO 10.59 1.02 205.6 Single, Clear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Clear SW 1.4 8.0 19.0 11.59 1.01 222.6 Single, Clear SW 1.4 8.0 28.0 11.59 1_01 328.0 As -Built Total: 253.0 3233.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 418.0 1.80 752.4 Concrete, Int Insul, Exterior 4.1 1150.4 3.31 3802.1 Exterior 1167.4 2.00 2334.8 Frame, Wood, Exterior 11.0 17.0 2.00 34.0 Frame, Wood, Adjacent 11.0 418.0 1.80 752.4 Base Total: 1585.4 3087.2 As -Built Total: 1585.4 4588.5 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Insulated 18.0 4.00 72.0 Base Total: 52.0 245.4 As -Built Total: 52.0 330.4 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1851.0 0.64 1184.6 Under Attic 30.0 1851.0 0.64 X 1.00 1184.6 Base Total: 1851.0 1184.6 As -Built Total: 1851.0 1184.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 201.0(p) 1.9 381.9 Slab -On -Grade Edge Insulation 0.0 201.0(p 2.50 502.5 Raised 0.0 0.00 0.0 Base Total: 381.9 As -Built Total: 201.0 502.5 INFILTRATION Area X BWPM Points Area X WPM Points 1846.0 0.28 516.9 1846.0 -0.28 516.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6666.6 Winter As -Built Points: 9322.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9322.6 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 4603.6 5565.6 0.6274 3491.9 9322.6 1.00 1.188 0.438 0.950 4603.6 EnergyGaugeTm DCA Form 600A-2001 EnergyGauge@/FNaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details I ADDRESS: , , , PERMIT * BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total• 10494.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16032 3492 10266 28780 12401 4604 10496 27499 yoe 'WE SrarFo Glo Mp EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge@JFIaRES'2001 FLRGSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfnVsq.ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; 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 orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 ABC.12.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.12.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610A 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 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60DA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family a. Central. Unit Cap: 35.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1946 ft2 c. NIA 7. Glass area & type Single Pane Double Pane a. Clear - single pane 253.0 ft2 0.0 ft2 13. Heating systems b. Clear - double pane 0.0 ft2 0.0 ft2 a. Electric Heat Pump Cap: 35.0 kBtu/hr i c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 HSPF: 7.80 _ d- Tint/other SHGC - double pane b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 201.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 1150.4 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 17.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 418.0 ft2 _ d. NIA c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1851.0 ft2 _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, a N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 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 rLot aBuilding Energy Rating. Ifyour score is 80 or greater (or 86for a US EPADOE EnergyStar 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edufor information and a list of certified Raters. For information aboutFlorida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.30) IF RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A -Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 17008 ft3 x 0.0167 = 227 cfm 2 Winter infiltration load 1.1 x227 cfm x 32 °F WurterTD = 79K Btuh 3. \A ter infd ration HTM 7982 Btuh 1 305 ftz Total window = 26.2 BtuhtlF and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 17008 ft3 x 0.0167 = 113 cfm 2 Summer infiltration load 1. 1, x113 cfm x 18 °F Summer TD = M45 Btuh a Summer infiltration HTM 2245 Bluh / 305 ft2 Total window = 7.4 Btuhlfe and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grab moistdit x 113 cfm = 3344 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sting load Sensible ventilation load 1.1 x 50 cfm vent x 18 °F SumTrerTD = 990 Btuh Sensible load for structure (Line 19) + 26307 Btuh Sum of ventilation and structure bads = 27297 Btuh Rating and temperature swhn multiplier x 0.98 Equipment sizing load -sensible = 26751 Btuh 2 Latent sizing bad Latentventilation bad 0.68 x 50 cfm vent x 43 grllb moistdiff. = 1474 Btuh Internal loads = 230 Bhlh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3344 Btuh Equipment stung bad - latent = 6198 Btuh Construcfion Quality is: a No. of Ftreplaces is: 0 Bold/italic values have been manually overridden Prinbut oertified by ACCA to meet all reg4ements of Manual J 7th Ed. wnghtSoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFilesIMORRISON 20021LANTANA\LANTANA.rsr Page i Y D.es gn..lnforlmati hN Z, a.. ..._. , , ...T ..,.;r.:.... . Weather. Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Ord AP, FL, US Heating Summary Building heat Ices 35205 Btuh Ventilation air 0 cfm Ventilation air toss 0 Btuh Design heat load 35205 Ruh Infiltration Method Simplified Construction quaftty Average 0Fireplaces HeatinggPa Cooling12Area (ft2 Volume (fP) 17008 17008 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 227 113 Heating Equipment Summary Make TpAJ\E Trade Efficiency 84 t {SPF Heating Heating output 0 Btut1 @ 47-F Heating temp rise Actual heating fan 0 1200 OF cfm Heating air flow factor 0.034 dm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidfiy 50 % Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 26307 Btuh Ventilation 990 Btuh Design re swing 3.0 OF Use dem Ratelsv9ng multiplier 0.98 Total sees. equip. bad 26751 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infilhation 3344 Btuh Total latent equip. load 6198 Btuh Total eeqqurprnent bad 32949 Ruh Req. thial capac y at 0.80% SHR 2.8 ton Cooling Equipment Summary Male 1R*E Trade Efficiency Sensible cooling Latent cooing Total coo" Actual coofrng fan Cooling air flow factor Load sensible heat ratio Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 120 EER 28320 Btuh 7080 Btuh 35400 Btuh 1200 cfm 0.046 ctn'Btuh 81 % wnghtsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 ACCK EArilesWORRISON 2002M ANTANMI-ANTANA.mr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIV/DIN a n ne b c n 0 n 1 1 90 1.0 5.0 1.0 3.0 62.4 15.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.4 6.5 6.0 39.4 24.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8 KIT NOOK/FAM a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8 b n sw a c n 0 d 1 1 90 1.0 1.4 2.0 7.0 47.4 53.0 2.1 BR4/OPT DEN a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 BR3 a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 BTH2 BR2/OPT M SITTIG a n nw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 19.0 0.0 M BTH MBR a n rrw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 28.0 0.0i YYIC LAUND wr®ghetsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 E:\Files\MORRISON 2002kLANTANA\LANTANA.rsr Page 1 PI t) iT-J WORKSHEET nIr+e HHouSe DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MMUALJ Mtti Namedram ErtreHouse FOYLVrDIN dT NOCKIFAM wd13R.P= Z11.0 ft 620 ft 120 ft 36.0 ft 15.0 x 240 ft 16.0 x 120 ft 16.0 x 21.0 ft Ceitgs Ox& Option 9.2 ft teakod d 9.4 ft FeaVmd 9.4 ft heatknd 9.4 ft heAtod TYFECF CST HTM Area Lned (Bhl1) Am Load pb) Area Load W) Arm Load Pb) E)TCGLfENJ HtgI Clg ft Ft Clg ft Htg I Clg ft Htg Clg ft Htg I CI9 5 Gross a 143 4.6 21 138B 3b 113 33E b 120 29 1.9 66 65 0 vialsand c 13C 3.2 1.2 436 172 0 Partitions d 0.0 0.0 0 0 0 e 0.0 a. 6 1MrlMsard a 1C 37.0 200 7312 71 2516 0 0 31 1431 glassdoors b 8C 37.0 53 195) 0 0 0 0 bHtl 195a Flaft c 9c 38.7 0 0 0 0 0 0 c 0 d 1C 37.0 0 0 0 0 0 0 c 0 e 7L 20.8 0 0 0 0 0 0 c 0 7 V*d3mard Not) 23.4 7 153 2 26 0 0 86 doors f FiN/V 43.4 86 3733 39 18E2 0 0 c 0 EAN 0.0 0 0 0 0 0 d" 0 c 0 SESW 47.4 160 7561 36 1717 0 0 40 sour, 0.0 0 0 0 0 0- 0 c"° 0 8 Otllercbm a 1CD 14.7 9.9 34 511 MB 34 500 33B O 0 0 0 0 b 11A 18.91 127 18 343 229 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 143 4.6 21 1150 5301 2383 233 1301 583 113 523 232 24 1143 509 eoeed b 12C. 29 1.9 17 49 33 17 49 33 0 0 0 0 0 walsard c 13C a2 1.2 418 1317 4D 172 542 27l 0 0 0 0 0 Partitions d GO 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 9 0 0 10 Ceilings a 16S 1.1 1.4 1851 19ffi 25E5 360 380 409 192 203 265 33E 355 495 b 0.0 GO 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 11 Floors a 22A 25.9 GO 271 5210 0 E2 1677 0 12 311 0 31 113 0 Note: roan b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 Perin-dff c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 isdspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 forslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.2 7.4 30E m 2245 111 29ffi 817 0 0 0 91 2392 6 C 13 S-t)Wloss=6+8.+11+12 32M5 10133 1034 am Less odErnalhealing 0 0 0 0 Lesstiar+der 0 0 0 0 Heating recislribution 0 0 te` 0 0 14 Dux loss 10' 100A 1013 100A 103 IN 817 15 Totallc%=13+14 3a)5 11147 1137 89M 16 tnt gams Pecoa 3m 6 lam 1 m 0 0 1- Tm A0. @ 120D 2 24CO 0 0 1 12(D c- 0 17 SdtRSHgaht=7+8_+12+16 23916 645 169B 70M Lessa trnal codi g 0 0 0 0 Lesstardier e.. 0 0 n.. 0 0 Coo"redstribtlion 0 0 0 18 Dud gain 10"/ 2322 101% 641 100A 170 100/,'" 705 19 Tdal RSH gairF(17+18)"PLF 1.00 23117 1.00 70 1.00 1868 1.00 77M 20 Air rcjired (dm 120) 12ED 380 321 39 ffi 1 306 Prinbut certified by ACCA b meet all requh menls of Manual J 7th Ed. A& wryc F rrt50fC Right -Suite Residential- 5.5.06 RSR26017 2002-Od-18 13:38:02 EAFiles\MORRISON 2002\LANTANAILANTANA.rsr Page 1 s PnIGHTd WQRKSHEET tjJre ouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-iB-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MPo4JAL,1 Mba 1 Nam ofroorn B24CPf DEN ER3 EfH2 BR2iCPrr MSTTIG 21ftLercjhdegxeedVad13.0 ft 220 ft 0.0 ft 13.0 ft 3 13.0 x 14.0 ft 11.0 x 11.0 ft 13.0 x 6.0 ft 11.0 x 13.04Roomdrrsiss Ceiings C mA COpbon 9.4 fti heaYbod 9A It i h3tbod 8.0 ftha&cd 9.4 ftj haaMmd 11TECF I CST HTM Arm Load (Btih) Area Load W) Area Load (BW1) Arm Load (Bhh) E) FCSLFE NO Htg I Clg ft Htg Clg Htg I Clg ft Htg Clg ft Htg I Clg 5 Cis a 143 4.621 122 27 0 1 EV- d b 12C 29 1.9 0 0 vials and c 13C a2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.00r 6 Vumnsard a 1C 37.0 19 7C2 1 0 0 1 7172 glass doors b 8C 37.0 0 0 0 0 0 0 0 F oetrgc 9C 38.7 0 0 0 0 0 0 c 0 d 1C 37.0 0 0 0 0 0 0 c 0 f 0.0 0 0 0 0 01 0 0 7 ftdxsad NasBi 23.41 18 1 18 0 0 0 glass doors f ENW 43.40"° 0 0 0 0 0 1 749 Gaoling EW 0.00 0 0 0 0 0 c 0 S 6W 47.4 18 858 18 856 0 0 c 0 Sath 0.0 0 0 0 0 0 0 c""' 0 Horz 0.0 0 0 0 0 0 0 c""* 0 8 Ciherdoors a 11D 14.79.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.00.01 01 0 01 0 0 0 0 0 0 0 0 9 tit a 143 4.621 103 476 213 188 865 397 0 0 0 10c 476 213 eposed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0 walsand c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 c 0 0 mth- d 0.0 0.0 0 0 0 0 0 0 0 0 01 0 0 e QO 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.00 0 0 0 0 0 0 0 0 c 0 0 10 Ceilings a 16; 1.1 1.4 182 192 252 121 12B 168 78 82 106 1 151 198 b 0.0 0.00 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.00 0 0 0 0 0 0 0 0 c 0 0 d O.00.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.00.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 22 570 0 0 0 0 1 337 0 Otte: room b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 paimetr c O.O GO 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 10 GO 0 0 0 0 0 0 0 0 0 0 0 12 irftabon a 2621 7.4 19 497 140 19 4971140 0 0 0 1 497 140 13 SubOolal bss=6+8_+11+12 22)4 2763 82 2163 Less edirdheatirg 0 0 0 0 Lesstrarsfer 0 0 0 0 Ha hMrcxJ&b" 0 0 0 0 14 Dxt loss 100A 223 10DA 276 10 8 10° 216 15 Total10m=13+14 2425 3au 91 2379 16 in gain Peo* 2m 0 0 0- 0 0 0 0 Apo. @ 1200 1 600 0 0 0 0 c 0 17 Snot RSH gffr-7+8_+12+16 29B1 1571 108 1299 Less adsa'd a drg 0 0 0 0 Lesstransfer 0 0 0 0 CbohM redstrtLbon 0 0 d' 0 0 18 Duct gain 10'/ 20B 10' 157 10 11 im, 130 19 TdalRSHgai"17+18)PLF 1.07 m 22W t0.017M 1.OD 11 1.W Um 23 Air required (d" 83 1O4 1 79 3 5 61 65 PmboLA oeftilfied by ACCA to meet a9 requires rleftlsof Manual J 71h Ed. wrec htsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFHes\ MORRISON 2002\LANTANA\LANTANA.rsr Page 2 PIGHTd WORKSHEET ntre Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2065 Narrecfman METH M13R VVIC LAUDLerhdepcsedvvdiM* JJALJ.7lhEd.. 0.0 ft 27.0 ft 9.0 ft 7.0 ft RocmciYs ias130 x 13.0 ft 120 x 15.0 ft 6.0 x 8.0 ft TO x 6.0 ft Ceilrgs Cbrr<k Option 8.0 ft teatbod 9.4 ftI reamd 9.4 ft hid 9.4 ft heWcod TYRECF CST HTM Area Load(F1Gh) Area Laid Area Load (E6h) Area Load(h) DQ 7URE ND. Htg Clg ft Htg I Clg ft Htg Clg M Htg Clg Htg Clg 5 Gross a 143 4.6 21 0 141 0 b 12C 29 1.9 0 0 0 wet and c 13C 3.2 1.2 0 112 d.. partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 D 6 VNid3A6ard a 1C 37.0 0 0 28 10E5 0 0 0 bass doors b 8v 37.0 0 0 a 0 0 0 0 c 0 Fi 1tg c 9C 38.7 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 D 0 0 c 0 e 7L 20.8 0 0 0 0 0 0 c 0 f 0.0 0 0 0 0 0 0 c 0 7 VNzbAsaxi North 2DA D 1" 0 0 0 0 0 0 lass doors NEM 43.4 0 0 28 11Qi 0 0 0 rrg ENV QO 0 0 0 0 0 0 0 Sr 47.4 0 0 0 0 0 0 0 Sodh 0.0 0 0 0 0 0 0 0 Harz 0.0 0 0 0 0 0 0 8 Olherdom a 1(D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 D 0 0 D 0 0 1 34D 229 c 0.0 0.0 0 0 0 0 0 0 0 0 D 0 0 9 NA a 143 4.6 21 0 0 0 113 521 233 0 0 0 c 0 0 ep-d b 12C. 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0 walls and c 13C a2 1.2 0 0 0 113 356 132 85 258 99 1E 151 56 mitibo s d 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 6.0 ao c;0 0 6 D D 0 0 0 0 0 10 Ceifirgs a 16a 1.1 1.4 169 178 234 180 190 243 4 51 67 44 58 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 ao 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 D 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 27 7111 0 9 233 0 7 181 0 Note: room b 1Z 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 pe rr[r c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 D 0 0 0 0 0 0 0 0 0 0 forstab 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 D 0 0 0 0 c 0 0 12 Ir6ltratim a 25.2 7.4 0 0 0 28 733 206 0 0 0 la 471 132 13 S;tbblbss=6r8_+11+12 178 3534 5t2 118B Less edw teetirg 0 0 0 0 Lesstrarilff He&g radistrbAm 0 m. a,. 0 0 a.. 0 1 .. 14 Did loss IOPA 18 IVA 353 109 55 10, 119 15 Totalloss =13+14 196 38M 37 1307 16 Irt gairs PUD* @ 330 0 D 1 33a) 0 0 c- 0 Apo. @ 120D 0 0 0 0 0 0 1 600 17 SLtOt RSH gaiF7+8_+12+16 234 222A 166 1076 Less edsri a oodig 0 d' 0 0 0 Lesstrard7 T 0 0 0 0 18 Ductgain 100/ 23 10"/ 222 100 17 1 106 19 Total RSH gam(17+18)1R F 1.OJ 258 1.00 24 5 1.00 183 1.m 1184 Z) 4mquued (dm) 7 12 133 112 21 8 n' 45 Prhbut certified by ACCA b meet al requir of Manual J 7th Ed. nir791 t50ft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 CC4" EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 3 MUSt have a renlmum cl 4' drys, to roof 1 N' acnie n/s•-ro• earonce of 4 Inches orourYd 18.13 plan pntfmn by bldr 16 M. or per the State Energy code. Ail duct both duct oof cnpfnn bnth duct o roof cnp fnn-light 3bnth duct Ito roof cop fon42X42 A/C LAB BY BLDR MIN 2' FROM WA Rating o' to r v oo Y N i M O U N W S. Q N z o r Q CL F— z S a z OUj C] 5 J O Z) Q mCL _jcn00 1 1 1, al OPTIONAL SUB GLASS OR 16" ACTMJC AVNlABLEEEBECKLITEONB-BS) I Immmim3 TT ( 5) INTERMEDIATE STILES FOR I6' NOE DOOR. IATTACHEDW/ TOG-L-LOG (TOP &Don REV. N0. IN/D URETHANE ADHESNE (HANG CENTER) _ A I 1 2 D NEW TT' 13 GA CALV. STEEL FLAG BRACKET, EACH FASTENED TO WOOD AMAC WITH 3) 5/16'xl-5/8" WOOD ODDlAG SCREWS. LISTED = NDIE: DOUBLE TRACK TRACK . aNFl AIRAnON LOW HEADROOM IS AVAILABLE AS AN OPTION ODOR VIEW ' C" ¢ HEIGHT l" l 2' GALV. STEELTHI TRACK, MIN. TRACK iNICKNESS:.060' LOCK POSITION ® Op TYP, 2-1/2"xl2 GA GALV. STEEL TRACK BRACKET. BOTHSIDED) TWO POIi (4) TRACK BRACKETS PER SIDE NT LOCKING2TMLNR TOP BTVGKEi REPORT#9606C HGRZONiAI C 3' x 20 GA U-BARS. DOUBLE TRACK U-BARS IN A 2-1-2-1 LTIW HFAnRMu OPTION PATTERN (LE. TWO U-BARS ON BOTTOM SECTION, ONE U- BARS ON NEXT SECTION, ETC.) / 14x5/8" SHEET METAL SCREWS I. `OPTIONAL ° VEFNIS I W— A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH - I6'-0O O INSIDE FI EVATIGNc 1/4'x3/4" SELF TAPPING SCREWS. I t CA ENDHINGES 16 .A INTERM n4TE HIND NOTE t: VERIIGI JAuB ATTN]IMENf O!NM FRR BUILDINGS) NEW •C' FRONT FRAME WITH U.V. I/2"x3' LAG SCREWS ON tBT CENTERS. I' O.D. MIN. ODORS UP TO 7'-0' HIGH CONSIST OF ((4) SECTIONS (SHOWN). COATING ON OUTSIDE SURFACE WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK DOORS OVER 7'-O' HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). (BUT 140T REWIRED) TO PRONDE A FLUSH MOUNTING STOP MOULDING BY DOUR INSTALLER (TO SUIT) SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 20 GA MIN. GALV. STEEL END STILE O 2.6 YELLOW PINE JAMB B -I 2' THICK SSB CV55 OR OP110NN 10 SCREW 20 GA DALY. STEEL INTER. STILE 1/8" ACRTUC Lf1E WINDOW LITE MOLDED INSIDE SECTION R-B BRACKETS FASTENED T7C: TRACK 8 LIiE RETNNEft /Bx3/4" PAN HERD SCREWNADGK WRH ONE 5/IB"xt-5/8EW 25 CA MIN. STEE1. SKIN COATED WITH G-40 MIN. (10 SCREWS PER UTE) 3 0, SLEEVE ANCHORS GN TI CENTERS (C-90 PER TRET. GALVANIZING, BAKED -ONPRIMER, BLOCK) OR 24" CENTERS (2.000 PSI NIA. CONCRETE) OR AND A BAKEDPOLYESTER1/4k4' TAPWN SCREWS W 1]-1/2' CENTERS (2,000 ]/18' I.D. ROUND PUSNN T TOP COAT APPUED TO BOTH SNAP LATCH ENGAGES PSI MIN. CONCRETE). WASHERS INCLUDED WITH FASTENER (ONE PER ROLLER) 18 CA GALV STEEL CENTER HINGE SIDES OF STEELSKIN. ROLLS BRACKET STEEL ONE ONTOSWPLATCH ONSLEEVEANCHORS, I' O.D. MIN. WASHER REWIRED 2' GALV STEEL TRACK O 14 GA GAIV. STEEL ROLLER HINGE FA ONED TO INTER. STLES W(4) BRACKET ATTACHED W/( 4) EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK 12 GA GAL;. STEEL TRACS. FASTENED TO ENO STILES EACH W/ ) I1txS/8' SHEET METAL SCREVfU. 14x5/B" SHEET METAL INTER. SOLE (BUT NOT REQUIRED) TO PROVIDE A FLUSH TRACT( ATTACHED TO EAET +14x5/E" SHEEF META. SCRE;S AN SHIP LAP JOINTS. SCREWS. MOUNTING SURFACE HORIZONTAL JAIABS W NOT WTIN ONE I/t"x5/8' R (4) 1/4"x1/t' SELF TAPPING SCREWS PER END HINGE TRANSFER LOAD. OR TWO 1/4" DIA RIVETS. OUTSIDE KEYED FVJ/ OLE ENDEND2" DV. SHORT -STEM. 10 RALL STEEL ROLLER. 1 G0. GALV. STEEL END HINGE. EACH STILE STILE JM1B CONFlGURATION MARK WESTERFlED. P.E FASTENED TOEND INTER. PRFPARAiH)N OF JAMBS BY OTHERS. SECTION C-C FLORIDA P.E. /48{95 STILES METAL SCREEW58• INSIDE HANDLE STILE NORTH CAROLINA P.E /23832 3' TALL U- BAR & (4) 1/4"x3/4' SELF TFcxIFp KO .p LOCKBAR20GAGALV. STEEL TAPPING SCRUMS. SNAP LATCH LOCI( OPTION ENGAGES IN DESIGN LOADS: +24.0 PSF & -24.5 PSF MIN. MILD STRENGTH: 50 KSI TRACK ON NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS OUTSIDE EACH SIDE SKAL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF El 3 r 3" TALL x 20 GA. GALV. STEEL U-BARS END SLIDE BOLT SOLE OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE IN A 2- 1-2-1 PATTERN I.E. TWO NBARS STILE LOCKENGAGES VATH CURRENT WILDING CODES FOR THE LOADS LISTED ON aRxANKL onAWttwS AAE SxIMD IN BIaE A ( THIS DRAWING. RNSm aE (O+BaaS). PART NO.: - ON BOTTOM SECTION, ONE U-BNT ON NEXT INTO VERTICAL SECTION, ETG . EACH V-BIN ATTACHED TRACK. ONE NOTICE T ) ImdT_ F;n.-nio Unleaa stated other..iae 312 Walnul A Sute I600 WITH 1/t'xJ t" SELF TAPP:N:G SCREWS LOCKON Cenfieenael/Pr°pdstary nTenneaan IDEA LCin°inna6, DN 45202 PER STILE LOCATION. EACH SIDE of CLOPAY WaLXNKG PROWGIS G0. TOLERANCES are Td. No. I-513-381-4800 OF DOOR. Acenl°I°M ..ln wd, mq n. Wrr om amam .FaxNo. I-513-762-3519 a eMee,.a. °e.4. awlmaw, .0 t.03 I IGF BOIL mad. ercaaN., or di.W.l.e SECTION A —A (SIDE NEWT LOCK vnON .Ithwt ;ta Pdor °en..nt. F.1— m .00 = t.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0t 24/-24.5 DESIGN LOAL ebawva UYe neUc. mq —t In .000 = i:.005 13 C0. GALV. STEEL BOTTOM BRACKET. IicbMly Tar uq eemea•a one .0000 = i:.00t DRAWN 8Y: BMM DATE: 4/18/00 SCALE: NTS DWG. ATTACHED WITH (2) 14x5/B' SHEEP METAL SCREWS. %/ b.w naWUlp tlwrNrem. R ALUMINUM IXTRUSION / lJZ Degrees = t1/7 CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE 1J VINYL WEATHERSTRIP. / /A//, Third Angle 4 URleas Stated Otherwise Projection DIMENSIONS AREININCHES. DWG. NO.: 102138 REV. NO. 1 l 16X% C 1116io u ii111® IIIII®IIIII I mll. I Flw __ I II - FFW_ 1, REVISIONSDATE: ECN NO. APPVD: DESCRIPTION 11/00MWW I OTY (1) WAS (2) FOR TRACK BOLT HORIZONTAL 20 W MIN. END STILES ATTACHED TO DOOR DOOR SKIN WITH PATENTED TOG- L-LOC SYSTEM TOP, BOTTOM & CENTER). I 4 5 MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKINS LISTEDOPTIONALOSRGLASSOR 1 /8" ACRYLIC LITES AVAILABLE SEE SECTION B-8) 1) INTERMEDIATE STILE ATTACHED W/ TOG-L-LOC (TOP & B0T) 20 GA. MIN. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG-L-LOC SYSTEMANDURETHANEADHESIVE (ALONG CENTER) r- r y_ A TOP, BOTTOM & CENTER). REPORT#9606C mI 25 GA. MIN. GALV.-/ LOCK POSITION BOTH SIDES) STEEL SKIN COATED WITH A BAKED -ON PRIMER III I11 I TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT TO BOTHSIDESAPPLIEDOFSTEELSKIN. I JImi ONE 3" TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCATION OF LOCK. ON M' OPTIONAL VENTS '—'- A EACH SIDE OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. MAX. DOOR WIDTH 9.0" INSIDE SLIDE BOLT 14x5/ 8" SHEET METAL SCREWS LOCK OPTIO'A N O NOTE 1: DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 2 F0. ZONE: I DATE: I ECN NE 1I Aa I 11/DO 1 — 2• THICK 3" TALL U—BAR 20 GA. GALV. STEEL 3" Gl 1-7/8- REVISIONS D: DESCRIPTION QTY ( 1) WAS (2) FOR TRACK BOLT 16 GA. GALV. STEELTOP ROLLER BRACKET. EACH FF BRACKETATTACHEDW/(3) l4x5/ 8' SHEET METAL SCREWS. LAP JOINTS. W x14 GA GALV. STEEL O END HINGE EACH FASTENED TO END p STILES W/(4) 14x5/8• 9 SHEET METAL CREWS 4) 1/4•x3/4• SELF TAPPING SCREWS.- V S HORIZONTAL TRACK SUPPORT- BY DOOR INSTALLER (TO SUIT)11I D 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16"xl-5/8" WOOD LAG SCREWS. NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT "L" 6 - 6 70 i- 2" GALV. STEEL TRACK, 7 -0 76 MIN. TRACK THICKNESS: .060" 8 - 0 88 3' TALL x 20 GA GALV. " ' TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. STEEL U-BAR. ONE U-9AR i (4) TRACK BRACKETS PER SIDE. PER SECTION. EACH U-BAR ATTACHED w WITH TWO 1/4•x3/4" SELF TAPPING O LHR TOP BRACKET SCREWSPERSTILELOCATION.. DOUBLE HORIZONTAL TRACK FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRACK 1 J a cA cALv. STEEL BOTTOM LOW HEADROOM OPTION 00 o VERTICAL JAMB ATTACHMENT (WOOD FRAME BUILDINGS) S T BRACKE(. ATTACHED WITH .0 n n 1/ 4"x3/4" SELF 1/2"x3" UG SCREWS ON 24" CENTERS. 1" O.D. MIN. Ivi_\ /ux5/8 SHEET METAL SCREWS. 11 OPTIONAL 10 SCREW oTAPPINGSCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALULaNUM ExTn15roN SSB GLASS OR WINDOW LITE 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & VINYL WEATHERSTRIP, 1/8" ACRYLIC LATE SECTION 8- SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER. LOAD. Mom_ VIEW C r STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB-- 20 GA MIN. GALV. STEEL END STILE 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16"xl-5/8" LAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO -j 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TWO 1/4" DIA. RIVETS. 20 GA. GALV. STEEL INTER. SECTION A -A (SIDE VIEW) Sx3/4" PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR (10 SCREWS PER LITE) END 2. 000 PSI MIN. CONCRETE COLUMN): MOLDED INSIDE STILE 3/ 8"x4" SLEEVE ANCHORS ON 24" CENTERS (BOTH LITE RETAINER INTER. C- 90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/ 4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVEANCHORS, 1" O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED A 18 GA GALV. STEEL CENTER HINGE HANDLE END LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. FASTENED TO INTER. STILES W/(4) L STILE OUTSIDE KEYED LOCK 14 GA. GALV. STEEL ROLLER HINGES #14x5/ 8" SHEET METAL SCR EEWWSS LOCK BAR LOCKING FASTENED TO END STILES EACH W/(4) INSIDE HANDLE 14x5/ 8" SHEET METAL SCREWS AND DESIGN LOADS: 5.0 P.S.F. & P.S.F. 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED LOCK TEST LOADS: +37.7.5 P.S.F. & -48.0 8.0 P.S.F.PSNAP LATCH LOCK OPTION PREPARATION OF JAMBS BY OTHERS2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. cmua•aum/ Provd•lan meaaaauaa JAMB CONFIGURATION / as AG IUOING PRODUCTS CO. SECTION C-C a c•ue,.a, asm, aaaeam.d, NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS - r / a.aae a.awaM., •r ai.mew•a wluom m Pdar a"as.at. Faaar• ro SHALL BETHERESPONSIBILITYOFTHEPROFESSIONALOF om.n,. ws aoaxe max r.swl IB RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE i /7 Z LLs uwH wre9.i'a,°naWITH CURRENTBUILDINGCODESFORTHELOADSLISTEDONMARKWESTERFIELD, P.E. THIS DRAWING. FLORIDA P.E. 48495 JJJ i/yF Third Angle NORTH CAROLINAP.E. #23832 Projection + 2! v i7 C i ORIOWL dUMNGS IItE SexkD W BLUE sEo sri (ENaassl. PART NO.: - A Unless StatedOtherwise312WalnutSLSuite1600TOLERANCESare IDEA L Td"nati51 OH 45'26022 0t. 03 iYl D=ccmwL Fax No. 1-513-762-3519' 00 = 3. 015. DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32, DESIGN LOAD 000 = 3. 005 DRAWN BY: BMM DATE: 4/18/0o SCALE: Nis DWG. 0000 3.001 Degrees = t1/ 2' CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 ISIZE UnI— Slated otherwise ONENSIONS ARE IN INCHES. DWG. NO.: 102137 REV. NO. I el. G' B A1Aa Imr I 8'4.09 A11-TI aeR an'a rso Bh" 9 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC & URETHANE ADHESIVE MAX. WIDTH: 18'0" INSIDE ELEVATION 3 2 REVISIONS OPTIONAL 1/8' LITE A (SEE DSB OR ACRYLIC GLASS REV. NO.1 ZONE: DATE: ECN NO. APPVD: SECTION SECT. B-8) 2' THICK - LISTED MAX HEIGHT: 8'0" O REPORT#9606C TWO POINT LOCKING REQUIRED END SLIDE BOLT STILE LOCK ENGAGES 4) j 14x5/8" SHEET INTO VERTICAL METAL SCREWS TRACK. ONE LOCK ON EACH SIDE r q END NOTE: STILE DOORS UP TO 7'-0' HIGH CONSIST OF(4) SECTIONS (SHOWN). INTER. DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). STILE OF DOOR. p INSIDE SLIDE BOLT 4) 1/4"x3/4" SELF LOCK OPTION TAPPING SCREWS T FRAME WITH U.V. OUTSIDE NG ON OUTSIDE SURFACE. HANDLE 14 GA. END HINGE 18 GA. INTERMEDIATE HINGE OUTSIDE KEYED LOCK LOCK BAR LOCKING 1/8.DSBSS 8x3 4 PAN HEAD SCREWMOLDEDINSIDEORACRYLICGLASS # / LITE RETAINER. SECTION B-B (10 SCREWS PER UTE) to SCRFw wlNnnw IITF LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. VERTICAL JAMB ATTACHMENT (C-9O BLOCK OR 2.000 PSI MIN. CONCRETE COLUMN\; 3/8"x4" SLEEVE ANCHORS ON 18" CENTERS (C-90 BLOCK) OR 23" CENTERS (2,000 PSI MIN. CONCRETE) OR 1/4"x4" TAPCON SCREWS ON 14-1/2" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1' O.D. MIN. WASHER REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK BUT NOT REQUIRED) TO PROVIDE A FLUSH RF CE HORIZONTAL JAMBS DO NOT x O 0 HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16"xl-5/8' WOOD LAG SCREW. IRACK CONFIGURATION VERTICAL JAMB ATTACHMENT 4WOOD FRAME BUILDINGS): TRANSFER LOAD. 1/2"x3" LAG SCREWS ON 16 CENTERS. 1" 0.0. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK 2x6 JAMB BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING T&NUTO SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD- EACH SIDE OF DOOR. JAMB WITH ONE 5/16"xl-5/8' INTER. STILE WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACKOUTSIDEKEYEDFASTENEDTOTRACKBRACKETS. END EACH BRACKET ATTACHED WITH ONE OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL END STILE 20 GA. GALV. STEEL CENTER STILE DESCRIPTION 12 GA. GALV. STEEL TOP ROLLER BRACKET.. EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4'xl/2" BOLTS AND NUTS PER BRACKET. SECTION A -A (SIDE NEW) ONE 4"x16 GA. TALL C-CHANNEL PER DOOR SECTION. ONE 1/4"x3/4" SELF TAPPING SCREW PER STILE LOCATION. SHIP LAP JOINTS. 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL SCREWS AND 4) 1/4"x3/4" SELF TAPPING SCREWS. (SEE VIEW "B") V. STRAP. (5) PER 4" WIDE \ DOOR? SECTIONA(6 STRAPS ON LOCK SECTION). EACH STRAP ATTACHED W/(3) 1/4"x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C-CHANNEL). 25 GA. MIN. EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. 1 18 GA. GALV. STEEL CENTER HINGE L FASTENED TO CENTER STILE W/(4) EACH #14x5/8" SHEET METAL SCREWS. 2' STEEL ROLLER WITH PUSH NUT THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS ARE THE RESPONSIBILITY OF THE BUILDING ENGINEER OR ARCHITECT OF RECORD FOR THE LOADS SHOWN ON THIS DRAWING. I C i HANDLE STILE 1/4 x5/8 BOL MARK WESTERFIELD. P.E. DOOR TWO 1/4" RIVETS. L14 GA. GALV. STEEL ROLLER HINGE FLORIDA P.E. B4805HEIGHT "L" INSIDE HANDLE FASTENED TO END STILES W/(4) EACH SOUTH CAROUNA P.E. 023832 2" GALV. STEEL TRACK, 7 -0 76 OUTSIDE KEYED LOCK !!14x5/8" SHEET METAL SCREWS AND - DESIGN LOADS: +25.0, -25.0 PSF TRACK THICKNESS: .060" 7 -6 82 SNAP LATCH LOCK OPTION (4) 1/4"x3/4" SELF TAPPING SCREWS. PREPARATION OF JAMB BY OTHERS TEST LOADS: +37.5.0, -37.5 PSF B -O 88 JAMB CONFIGURATION ORIGINAL DRAWINGS ARE SIGNED INS) BLUE PART NO.: - INK WfiH A RAISED SEAL (EMBOSS). LHR TOP BRACKET rnncc: A a /-P W , .Bd. TOLERANCES-' RAN Other ' IDEAL 312 Walnut St Suite I600 TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. DOUBLE HORIZONTAL w a aPAr Bunnlrac PRap1C15 rn. TOLERANCES and Cincinnati, OH 45202 TRACK i, ronm d h— a,d .wy co* Tel. No. 1-513-381-/8W4) TRACK BRACKETS PER SIDE. a dl., d.. d, m,pw..La, .0 f.03 Y DOV R1 i Far No. I-SI1-762-J519 mm. owll M., a dl.innm.a n. 2- m .00 = t.015 .DESCRIPTION: MODEL 6RST W4 18-0 x 8-0: +25/-25 DESIGN LOAD NOTE: DOUBLE TRACK oe..ry. 0,1. you.. m.r r.ndt m .000 = t.005 LOW HEADROOM IS - _ c.na ry rw a.y a.m.yn and DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. DOUBLE TRACK /% J b.... r..wu„y u«.roo,. .0000 t.001 RAVAILABLEASANOPTIONDegrees = t t/2' CHECKED BY: MWW DATE: 4 18 00 SHEET 1 OF 1 SIZE BLOWHEADROOMOPTION / Third Angle / / U less StatedProjectionDIMENSIONSAREt IN INCHES. DWG. NO.: 102139 REV. NO. 0 4 1 3 'r, 2 OR Ni COMM MILD ; DIV. 11 C B 4 3 MODEL 6R`T 25 GA STEEL. SKIN) MODEL 4RST (24 GA STEEL STUN) LISTEDOPTIONALDSBGLASSOR 1/8" ACRYLIC LITES AVAILABLE SEE SECTION B-B) 1) INTErMEDIA"TE SILE 20 GA. MIN. END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOG (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEMANDURETHANEADHESIVEG-L-1 (ACTING CENTER) ..-. A TOP, 601TOhl & CENTER). NMI o I it L- x 0 Op xi I LOCATION OF .-.- AOPTIONALVENTS '—' OPTIONAL OUTSIDE KD'EO LOCK POSITION MAX. DOOR WIDTH 9'0" 14x5/8" SHEET METAL SCREWS U REPORT#9606C 25 GA. IAIN. GALV.-/ LOCK POSITION STEEL SKIN COATED 801H SIDES) WITH A BAKED -ON PRIMER, TWO POIIJI LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. r- ONE 3" TALL x 20 GA. U-BAR (50 KSQ PER DOOR SECTION. END SLIDE BOLT TILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE 801 T LOCK OPTION O N TF 1 DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). 10O DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). O O 1/4"x3/4" SELF TAPPING SCREWS. O 14 GA. END HINGES 18 GA INTFRMLOIATE HINGE VIEW 'R" VIEW " " 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAIJB WITH ONE 5/Iti"xl-5/8" LAG SCREW PER TRACK BRACKET 2 REVISIONS N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION A4 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3" TALL U-BAR LAKE CLJUtJ F1 JUII Olt ( UEPARVAENT- ORIZONTAL TRACK SUPPORT BY 20 CA. GALV. S EEL REVIEWED I LAl -E DOOR INSTALLER (TO SUIT) AICE 10 LSF KEI dJ JGE3 SIT D 3,. _ - - - HIJI' C I 1 01< -Olt UI !.IUW II TtIF 'E 1 (-•--J WITH 1'I IcAHIL t -.JI LM.ENIS 11511okt'AGALV. STEEL FLAG BRACKET. 16 CA, GALV. STLEL TOP YY / UIIII tnldc; r I EACH FASTENED TO WOOD JAMB WITH A R01 LAP JOINTS. 14 GA. GALV. STEEL Mti6Pti 0 '^ END HINGE. EACH FASTENED 10 END T STILES WA4) {14x5/6'- II SHEET METAL SCREWS k (4) 1/4'x3/4' SELF TAPPING SCREWS. U Wx 3' TALL x 20 GA. GALV, z STEEL U—BAA. ONE U—BAR z PER SECTION. EACH U—BAR ATTACHED Lu 3) 5/16"xl-5/8" WOOD LAG SCREWS. NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOORHEIGHT "L" ffl--fl 1' CALV. S1"EEL TRACK, MIN. TRACK THICKNESS:D._ TYP. 2-1/2"xl2 GA. GAILY. STEEL TRACK BRACKET. 4) TRACK BRACKETS PER SIDE. WITH TWO 1/4'x3/4' SELF TAPPING o LHR TOP BRACKETSCREWSPERSTILELOCATION. DOUBLE HORIZONTAL TRACK FRONT FRAMEn WITH U.V. COATING ON OUTSIDE SURFACE DOUBLF TRACK LOW F,LEADROOIJ OPTION VERTICAL JAAI ATTAChiMFNT (W000 FRAM L 0 GA. GALV. STEEL BOTTOMFL7lIILDINCS): ORACKET. ATTACHED WITH TWO n 1/2"x3" LAG SCREWSON 24T' CENTERS. T" O.D. MIN. M1az5/B SHEET METAL sCREwS. II OPTIO14AI 10 SCRFw WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUM EVRUSIOH SSB GLASS ITE WINDOW LITE1/8" ACRYLIC LITEBUT" NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING x V44YL WEATHERSTRIP. 2-CTION B-BSURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A A (SIDE VIEW) STOP MOLOING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. STILE j8x3/ 4" PAN HEAD SCREW END VFRTICAIJAMBATTACHIAFNT (C-90 BLOCK OR (10 SCREWS PER LITE) MOLDED INSIDE STILE 3 8"x4P SLEEVE ANCHORS OIS 2M4'CENTERS (BOTH LITE RETAINER INTEa II I C- 90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR - SNAP LATCH ENGAGES STIL 1/ 4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON. SLEEVE ANCHORS, I" U.D. MIN, WASHERS REQUIRED EACH SIDE OF DOOR, WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REA FLUSH CUTS MOUNTING SURFAC UIREQ) HORIZONTALE JAMBS DO HOT HANDILDE TRANSFER LOAD. OUTSIDE KEYED 18 GA. GALV. STEEL CENTER HINGE FASTENED 10 INIER. STILES W/(4) 14x5/ 8" SHEET METAL SCRE 5 2" GALV. STEEL TRACK FASTENED 10 I4 GA GALV. STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND - WITH ONE 1/4"x5,/8" BOLT & NOT 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE..: OR TWO 1 /4" DIA. RIVETS. A PRFPAR.411C NSF JAH(S BY OTHERS 2.. DA. SHORT STEM, 10 BALL STEEL ROLLER JAM, LCONFIGURAI"CONSECTION C-C 7 fi NOTE. . 2.. THE DESIGN OF THE SUPPORTING STRUCTURAL. FLEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. WIII{ CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA N.E. 484 TEASDRAWING. NORTH CAROLINA PE. M23832 /dy.' "• 4' 3 'TI LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C HAIJDLE 1 END 11 STILE OUTSIDE KEYED l OCK 11 LOCK BAR LOCKING INSIDE HANDLE DESIGN LOADS: +25.0 P.S.F. & -32.0 P,S.F. QUTSIDF KFYFD LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAP LATCH LOCK OPf10N uwmws w¢ suer, a au[ w, m n e wrscu sce. (uleoss). PART'- I+ O ICE - UNosa Stated oth—i. 7- T7 ,( J12 Wulnul 51 Soil¢ IUJG r.. N,Lm,r I aoPAi owtnmc PRuoucTs co. TOLERANCES er< ILH CincinFlu li. ON 45202 L/ TcL 14, 1-513-381-4BW b. e.clu J duyXcel.d D — t.D3 VALW DOW p Fo4 Nu. i-5U-7fi2-3519 - DESCRIP' PION: MODEL 6RS1 W4 5-0 x 8-0: +25/-3"1DESIGN LOAD aJ. er y bl J.4Wula1 00 - t.OiS b. minr ror .m Ja,.yo ."J i. no n.wuuy me.u.m. 000 - t.005 0000 = t.00t De Tees = t 1/2' 9UW-- ° lulod olhcrx- DIMENSIONS ARE IN INCHES. DRAWN BY: BMM DATE: 4/18/0C SCALE: NTS DWG. CHECKED BY: Mvrn UA'1'E: 4/18/00 SHEET 1 OF 1 51`LEThird Mgle /,!\ Projnclion DWC. NO.: 102137 REV. NO. T q LA h ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE k WD00 BUCK CONCRETE OR MASONRY OPENING BCK BY OTHERS E%TERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTFRI WINDOWHEGHT FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHERS ONE BY WOOD BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT SHIM — SHIM AS REO'D x (SEE NOTES) d CONCRETE OR MASONRY OPENING BY OTHERS d INSTALLATION ANCHOR 3/16- DIA TAPCON SHOWN PERIMETER CAULK J \ BY OTHERS \\ l— CAULK BETWEENWOODBUCKh WINDOW WIDTH MAS'Y OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIORWINDOWFLANCFINISH SECTION 2 WOOD BUCK BY OTHERS WINDOW WTH. A 8 C b E K 2 WINDOW HGT. F G H I CAULK BETWEEN WINDOW FLANGE h PRECAST SILL WITH WLKEM PRECASR SILL--"""" ILL116 ADHESIVE CAULK OR BY OTHERS APPROVED EOUAL F. FNFMlNOTES SECTION 1 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD h JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULXIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUNJFTED. - 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SHOWN CAUL( BETWEEN W000 BUCK k MASONRY OPENING BY OTHERS 1 1/4' MIN. 0 • EMBEDMENT 1/ 4. SHIM SPACE MAX BUCK HEIGHT SILL STOOL BY OTHERS BUCK WIDTH 1/ 4- SHIM FLANGE TYPE SPACE MAX. WINDOW FRAME JAMB1 --.* 1 ELEVATION VIEWED FROM EXTERIOR OZ—- ri—vz CM- NTFtAAL/v FL 1CGEUD A- yHB- 0 J. y- LFaANE AC UYEIR HS75 .- . T,PM RAH- Al- L1r41N vM COMPARATIVE ANALYSIS T10N CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE W1DTH/ HDCHT EXTERIOR INTERIOR HEAD JAMBS i 12 19 1/e X 26 99 99 B F.G 1319 1/ e X 38 ]/8 78 76 B F,G 14 19 1/e X 50 6/8 59 59 B F.G 1 H4 19 1/6 X 54 V% 54 54 B F.G 14+5 19 1/8 X 55 8/e 52 52 B F,G 15 19 I'^ X 63 45 45 B F•G 16 19 X 72 40 40 A F.G IHT 8 ,/ 2 X 6 BF. 1H3 28 t/2 % 38 3/8 51 51 B F,G 1H4 26 1/2 X 50 6/e 44 H B F.G 1 H4+ 426 1/2 X 54 SA 42 42 B F,G 1 VA45 26t/2 X 55 e/8 41 41 a F,c 1R5 26 1/2 X 6J 40 40 B F.G 1H6 211 1 X 72 40 40 R FG 30X2 30 1/2 X 26 58 56 B F,G 30X3 30 1/2 X 38 3A 44 44 B F•G 30X4 30 1/2 X 50 5/e 40 40 a F,G 3OX4+4 JO t/2 X 54 6/3 40 40 B F,C 30X4+5 30 1/2 X 55 e/e 40 40 B F,C , 3OX5 3X6 301/2 X 53 40 4 4040 BR F,C F.CM.l 21 37 X 28 51 1 B F,G 23 37 X 38 3/8 40 40 B F.G 24 37 X 50 6/e 40 40 8 F,G 24+4 37 X 54 6/8 40 40 B F,C - 24+5 37 X 55 3/e 40 40 B F,C 25 37 X 53 40 40 B F,G,H,1 6 37 X 72 40 40 F G H I 4826 48 X 25 45 46 B F.G 4838 48 X 38 3/5 40 40 B F,G 4850 46 X 50 e/6 40 40 a F,c 484+4 48 X 54 5/8 40 40 B F,G,H,i 484+5 48 X 55 &A 40 40 B F,G,H,I 4863 4a72 48X 63 45 X 72 40 40 4040 B32 F, C, H,I53 1/ e, X 26 45 45 B F,C 33 53 ,/ 8 X 38 3/8 40 40 B F,C 34 53 t/. X 50 5/8 40 40 B F,G,H,I 34+4 53 1/8 X 54 3/6 40 40 B F.G.H.1 34+5 57 t/e % 55 8/e 40 40 B F.G,H,I 35 53 t/e % 6J 40 40 B F,G,H,I 36 SJ t % 72 40 40 B F G H I 1 ERE WATER RESISTANCE TEST REOUIREUENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN L LL BELIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. WIL 2) INSTALLATION: FLANGE FRAME VANDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON ANCHORS OFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 4) INSTALL / 8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WODD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLM 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OLIANTITY LISTED WIIH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOD. a A'L1(,' ' 1 + 1W1 V. C91T Rd. • ftm. T% 75M • P.O. B.F Bt9022 •OoOm, TX 75361 putw,Ha tXSOCP,IO1 ASSEMBLY DRAWING SERIES 1440/ 1540 TDL SINGLE HUNG WINDOW _ r BB N/ A ma wu DATE. STM REtl90N flyECN _ 10/26 01 B PREPARED SIT: PROOLXT TECHNOLOGY CORP.. 220 INIEANADONN. M.. SURE 2M. HEATHROW. FLORXN 327" PHONE 4 603--am: CAULK BETWEEN WOOD —\ BUCK & MASONRY OPENING BY 0TH CPS ONE BY WOOD BUCK By OTHERS AULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO) BY OTHERS / PERIMETER CAULK J BY OTHERS GLAZING WINDOWHEIGHT EXTERIOR i PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 3/16' CIA. IAPCON BUCK WIDTH 1/4' MAC. SHIM SPACE SHIM AS REO'0 CONCRETE OR MASONRY OPENING SEE NOTES) 1-I' EMBEDMENTAIN. BY OTHERS SHIM AS REO'D. SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB a CAULK BETWEEN WOOD BUCK & MAS'yWOOD OPENING BY OTHERS GLAZING Q 1-1/4 MIN, INSTALLATION ANCHOR EMBEDMENT \ 3/16 DIA, TAPCON 1/4' MAx. - Q ` ONE BY WOOD SHIM. SPACE EXTERIOR BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK \\ WIND BUCKFLANGEBYOTHERS WINDOW WIDTH CONCRETE OR MASONRY OPENING FLANGE TYPE BY OTHERS WINDOW FRAME SECTION 2 STUCCOT ERS COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAO JAMBS 12 z E0 40 55 C O.E.F.,G 12. x .2 4D 56 C D.EF,G 16 x 16 40 106 C HI 24 X 16 40 69 A.B HJ 24 x 24 0 A,6 FC 24 X 30 40 a55 Ai F.0 24 X 36 40 A.I) F,G 24 X 48 600 40 B O.E.F.G 24 x 60 40 40 A.6 0 [F.G 24 x 72 0' A.8 D.E.F. 32 x 48 ap0 40 A,B D.EF.G 36 z 24 40 40 A6 O.E FC 36 x 48 40 0 Al 0.E F,C 336 x 72 40 40 AA.8 O.E F.G 8 x 2s 40 40 D.E F C 48 x 48 0 0 A,B D.E F.G 48 X 60 40 40 A.B O.E.F,G 64 x 24 40 40 A,8 F,G 72 X 38 40 40 A.8 F.G 72 x 60 40 40 A.B O.E.F.G 73'X 16 40 40 A,B MI HEADER N O H CENTRAL FLORIDA B. 0. A. F. BUCK WINDOW HEIGHT WTH. - MANUFACTURER NAME: HEIGHT FLANGE TYPE WINDOW FRAME SILL MASTER AL,0 r1tI NUM A C CG_EENERAI NOTES, MASTER F LE # e< - 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAz, ALLOWABLE D E SHIM STACK TO BE 1/4 . 2) WINDOW FRM1E MATERVIL: ALUMINUM ALLOY 6063. 1 1 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 2 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS KILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE Of 6.0 PSF ACHIEVED IN TEST, HGT. H / 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- D. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CMART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /5 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO w000 BUCKATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESU'7. y8 SCREWS SHOULD BE PLACED AT MAX.6' FROM CORNERS &-MAx. 24' O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OU ANTIT' LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. C 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN, THIS PRINT ALSO. APPLIES T_ THE 1550 SEPIES. F MARBLE SILL STOOL a OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE 81 OTHERS & PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTEP,IOR L 9L DATE I SYM R1111 a IODI W. Crosby Rd. • Carrollton, D( 75006 • P.O. Bo B19022 • DDllas. % 75381 DRA DLSCRIO TICW INSTALLATION C--TAIL SERIES 1450/1550 F'_ANCE PINY Axry BY Cn4D. 3• 5:+t( N/^ FBB D.1. pD I GEPI 'C SHEATHING BY OTHERS q8 INSIALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR FINISHBYOTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER XT RI R FIN TYPE — WINDOW FRAME SILL CAULK BETWEEN FIN SHIM AS REO'D- k SHEATING SEE NOTES) 1" MIN. FIN TYPEEMBEDMENTWINDOW FRAME 2 X WOOD JAMB BY OTHERS 1 II SHIM AS REO'D. SEE NOTES) SILL STOOL BY OTHERS WINDOWHEIGHT 98 INSTAL ATION ANCHOR SCREW SHOWN (TYP.) 2 x WOOD BY OTHERS CAUL 'ETWEEN SHEA h FIN 6Y 0,...RS I 1" MIN EMBEDMENT SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS SECTION 2 WINDOW WTH. —y I ANCHOR (TYP.) O O O O O O , O % 24 O.C. MAX. (TYP.) T— WIN 0 0 DOW EOUALLY SPACE ANCHORS (IYP,) HGT. PERIMETER CAULK BY OTHERS SHIM AS SEE NOTES) E5) N8 SCREWINSTALATION 2 X WOOD ANCHOR SHOWN BY OTHERS TYP.) CAULK BETWEEN WINDOW FIN h EXTERIOR SHEA THING FINISH 1" MIN. BY OTHERS EMBEDMENT SHEATHING SECTION 1 BY OTHERS TYP.) X. (TYP.) ELEVATION VIEWED FROM EXTERIOR 90 nYE(?AI f4-f UM7 OM _ MASTER FELE # 3 COMPARATIVE ANALYSIS A, ANCHOR CHART WINDOW DESIGN PRESSURE N0. OF y8 SCREWS NO, OF 0.090 CIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'O, INFRAMERED D. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR MEAD SILL 0--EA. JAMB HEAD SILL O EA. JAMB 16 z 30 109 109 2 2 2 2 2 3 16 X 4D 83 83 2 2 3 2 2 3 16 X 50 53 63 1 2 3 2 2 3 1 x 60 So 5Q 2 2 1 2 2 3 20 X 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 20 X 60 48 48 2 2 3 2 2 4 28 X 30 57 57 2 2 2 28 X 40 52 52 2 2 3 2 2 3 28 a 50 46 46 2 2 3- 2 2 4 z 6o 40 40 2 2 2 4 30 X 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 4 30 x 60 a0 40 2 2 7 1 2 2 4 38 x 30 41 41 3 32 2 38 X 40 40 40 3 3 3 3 38 X 50 40 40 3 3 3 3 3 4 38 % 60 40 40 3 3 3 3 5 40 - X 30 40 4o 3 3 2 3 40 X 40 40 40 3 3 3 3 3 J 40 X 50 40 40 3 3 3 3 3 4 40 X 4D 3 3 3 3 3 5 a a 4 4 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MA%. 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 REQUIREMENTS OF ASIM E1300 GLASS CHARTS. SINGLE GLA2ING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADSWALLBELIMITEDTO40.0 PSF DUE 10 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST, 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WIN TWO BY WOOD STUDS. USING 0. 090N. CIA NAILS OR B8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I' EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUMS 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. 1001 W. Crosby Rd. • C4rrol7TDL o 22 • Dolios, IY 75381 pn. wwL IXSCe,v1Nn AING SERIES 1140HUNG WINDOWBB w n• 1c +weu ECN _ 1,/ 05/01 B IoGEN—D013 SHE, BY C CAULK BEHIN EXTERIORFINISH BY OTHER PERIMETER BY OTHERS FIN TYPE WINDOW 1 HEADER GLAZIN( SEE NL.__. EXTERIOR FIN TYPE FRAME SII PE RIMETEI BY OTHER EXTERIORFINISH BY OTHER' CAULK BE SHE ATHIN. BY OTHERS SECTION I r WIrvDOW 11011- 1/4 MAX. SHIM SPACE 2 x Br WOOD BY THCRS SHIM AS'REQ'D. 2 x WOOD BY OTHERS FIN TYPE WINDOW 48 INSTALLATION FRAME JAHB / ANCHOR SCREW SHIM AS RE Q'. GLAZING EMDE ' MIN. DnENTSEENOTES) II SPACE WINDOWHEIGHT 2MA: WINDOWHEIGHT IL ZED'D. L I/a• Nqx. SHIM SPACE KB INSTALLATION ANCHOR SCREW 2 X WOOD BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS v0 INSTALLATION ANCHOR SCREW EXTERIORFINISH CAULK BEHIND FINBYOTHERS SECTION 2 SHEATHING BY OTHERS COMPARATIVE ANALYSIS & ANCHOR. CHART W N v DESIGN PRESSURE NO. OF a8 SORE VS NO, OF 0.099 DIA. NA!LS SIZEINCHES) CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD a SILL P EA. JAMB HEAD 6 SILL B EA. JPMB 20 . 30 40 40 2 2 2 2 20 X 40 a0 40 2 3 2 2 20 X 50 40 4Q. 2 3 2 3 20 . 60 40 2 2 3 30 . 30 40 40 2 2 30 40 40 40 2 3 2 3 30 X 50 O 40 2 3 2- 3 30 . 60 40 4p 1 2 3 2 4 4C X 30 40 40 3 2 40 X 40 40 40 3 3 3 3 40 X 50 40 40 3 3 3 4 40 X 60 40 3 3 3 5 50 . 30 40 00 3 2 4 2 50 X e0 40 40 3 3 4 3 50 • 50 40 40 3 3 4 4 50 x 60 40 40 3 3 1 4 1 5 40 40 4 4 CENTRAL FLOREH198Y4OYA B...O.A.F4 X4LNVFACTG1$ RNr4E MASTER FILE # 1)) NOTES. EREWATERRESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF6.0 PSFACHIEVED TEST, 21 INSTALLATION. FIN FRAME VINDDW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING YB SCREWS OF SUF FI FI[]EN7LENGTH TO PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE OR 0.099 IN. DIA. NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED 2 WITH NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE - MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (TYP.) 5) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL L JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. B) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO QUALIFIED. 9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN_ THIS PRINT ALSO APPLIES TO 190D SERIES PICTURE WINDOW. 6- MAX. ( TYP.) 6' MAX. ( TYPJ ELEVATIDN VIEWED FRDM EYTERIDR DATE S- IREVISION CAULK BETVEEN— WOOD BUCK X MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE 6 v000 BUCK CONCRETE OR MASDNRY OPE NIIN BY OTHERS EXTERIOR FINISH — BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - V]NDOW FRAME HEADER WINDOW EXTERIOR HEIGHT ONE BY WOOD NOTESBUCKBYOTHERS1) SHIM AS REO*D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING $HIU. MAX ALLOWABLE SHIM STACK TO BE I/4 . INSTALLATIONANCHOR 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3/16' DIA, TAPCON 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. 4) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDCw FL NGE. r SHin aS RE 0'D 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEENOTESI6) DESIGN PRESSURE CAPACITY DF WINDOW 6 INSTALLATION IS LIMITED TO 4pp PSF. 7) FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASON-— OPENING. USE 3/ 16' DIA. TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS 6 24' O.C. MAX. BETVEEN. Q T-l/4• nIN. 8) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. EMBEDMENT BUILD DOWN MUST BE OF SUFFICIENT STRENCTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LJMIT USE OF THIS 1/ a' MAX SHIM SPACE PRODUCT TO THESE TWO CONFIGURATIDNS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FI,ED WINDOW FRAMING SYSTEM. CENTRAL FL®REDA B.®.A— F. MANUFACTURER NAMIEa j' FY_,FdA-L Al 027/ /V WZMASTER FE.E( # 2 GLAZING < TYP. SEE NOTES) BUCK MEIGHTSHIN AS REO'D SEE NOTES) FLANGE TIRE WINDOW FRAME SILL rV ONE I BYROTHERS IMETER [HULK OLICKTHERSYWOOO EXTERIOR FINISH J BY OTHERS d CAULK BETWEEN WINDOW FLANGE 6 WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN WOOD BUCK B MASONRY OPENING BY OTHERS SECT ION 1/ 4' MAX. SHIM SPACE a f 1- 1/4' MIN. J EMBEDMENT INSTALLATION ANCHOR 3/ 16, DIA. TAPCON k- WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 7 7,fL Ow wit HT HE I, 4' M Gay BVCX vIBTH*D' SHJn SPACES RED'D 1-1/4- MIN. OTES) EMBEDMENTFLANGCaULK BETVEEN WINDOVOOO BUCK 6 JAMBMAS' Y OPENING 4 BY OTHERS it} p. INSTALLATION ANCHOR ES) 3/16' DIA. TAPC ON OrvE BY v000 ULK BUCK BY OTHERS EXTERIOR FINISH CAULK BETWEEN Bx OTHERS VINDD FLANGE WOOD BUCK VIN DDVVIO1H CONCRETE OR HASONRY OPENING S E C T I O N 2 BY OTHERS WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 1001 W. Crosby Rd. • Corroll1w, TX 75006. P.D. Box 819022 • Dallas, TX 75381 INSTALLATION DRAWING ONE BY BUCK T SERIES 1450/1550 DESIGNER PICTURE WINDOW c.... s. .o a. SP.0 B3 N/A mcc o.rz B x c .wzca B' EEN - 3120102 I GEN-002-_ SHEA THIN, BY CiHER'. CAULK B' EXTERIOR F BY OTHERS PERIMETERCAULKByOTHERS FIN TYPEFRAMEHE GLAZING IT.. cSEENOTES FIN TYPE _/ FRAME SILL PERIMETER CAULK J BY OTHERS Kg INSTALLATION J ANCHOR SCREW (TYP,) EXTERIOR FINISH — BY DFHERS CAULK BE—D FIN — SHEATHING BY OTHERS DOWNTHERS NSTALLAT:ON HOR SCREW (TIP.) SHIM AS RED"D- SEE NOTES SHIM SPACE 1 T OWEIGHT 1/4 MAX. S.I. SPACE SHIM AS REO"O, SEE NOTES 1 MIN, Z X FRAMING EMBEDMENT BY OTHERS SECTION 1 1HE Na7_' 11 DESIGN PRESSURE CAPACITY OF WINDOW h INSTALLATION 1$ 40.0 PST. Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD S7UDS. USING 0.C99 IN, DIA NAILS. PLACE .099 NAILS 6- FROM CORNERS MAX, h 8' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCS. USING YB SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6 MAX, FROM CORNERS k Za CC. MAX. BETWEEN 4) SMIM AS REO'D. AO:ACLIT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. E) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS" 7) USE LATEX CAULK FOR PERIMETER SEAS -AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS" IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL - FLORIDA R. O. A. IF. MANUFACTURER NAME: MASTER FILE # a. ELEVATION VIEWED FROM EXTERIOR d3-u-cz HIM M SHIM SPACE TWO BY FRAMING SHIM AS REO'D" gr OTHERS FIN TYPEFRAMEJAMB I-MINEMBEDMENT T SHEATINGJBYOTHERStNGLAZING (TYP) CAULK BEHIND FIN SEE NOTES ExTERIOR FINISH BY OTHERS xT RI RSTALLATON ANCHOR SCREW (TYP.) DOWWIDTH PERIMETER CAULK BY OTHERS SECTION 2 WRHE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WNDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING 8Y OTHER EXTERIOR FINISH BY OTHER PERIME7ER CAULK BY OTHER FLANGE TYPE INDDOW FRAMEHR M1NDOWHEIGHT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULK BY OTHER PRE CAST SRL D a a BY OTHERS CAULK BETWEEN WNDOW FLANGE PRE CAST -SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES: 1) SHIM AS REOD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.STLL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL a) APPLICA ION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300CLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 7) GENERALALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1560 SERIES MODIFIED SLIDER INSULATING GLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WNDOW IN CONCRETE OR MASONRY OPENING USE 3/ 16' DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROMDE MINA-1/4 EMBEDMENT INTO SUBSTRATE ATLOCATIONSHOWNONCHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL 98 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE IAPCONS ARE REO'D, 11) IF EXACT WNDOW SIZE IS NOT USIED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. INS TALLATIONANCHOR 3/ 16- DIA. 7APCON 4SHIM AS REO'D _ SEE NOTES) 1 1/4- MIN. ENBEDMENT L 1/ 4' SHIMJ SPACE MAX. BUCK HEIGHTBUCK W DTH FLANGE TYPE I/4-SHIM WINDOW FRAME SPACE M JAMB HI ONE BY WOOD BUCK BY OTHER 1 1 IN EM FOMENT SHIM AS REDO. SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHER INSTALLATION ANCHOR 3/ 16- DIA. 7APCON PERIMETER CAULK_ BY OTHERS II CAULK BETWEEN WINDOW WIDTH WOOD BUCK & MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINISH BYOTHERWOOE'BUCK SECTION 2 ANCHOR ( TYP.) H J K 7'' GDOW HTB IGHTA wiNDOw D F G ELEVATION VIEWED FROM EXTERIOR 03- 7---vt- COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WNDOW SIZES INCHES) DESIGN PRESSURE CAPACITY IN PSF EXTERIOR INTERIOR 40 110 TAPCON ANCHOR LOCATION REO' D. IN FRAME WIDTH/ HEIGHT HEAD JAMBS 24 x 12 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 40 85 H, K A,G 36 x 12 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K H, K A, B,F,G A, G 60x12407360 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K A,B,C,D,F,G, CENTRAL FLORMA B. 0. A. F. MANUFACTURER NAME: MASTER FR.F # 8 OAT[ 3/ 20/02 I GEN c .. o R...1-1... SHEATHING CAULK. 8E TWEEN FIN - SHEATHING 2 X FRAMING E&M,E' ATiNGBYOTHBY OTHER BY OTHERS IN CAOLK BETWEEN#3 SCREW 'NSTALATIONMENT 1/4 MAX.-- SHEATHING & FINggHIMAS REO'D SHIM SPACE 8r OTHERS ANCHOR (i YP.)2 X FRAMING (ScE NOTES)EXTERICR. FINISHE OTHERS BYOTHERSFIN TYPE WINDOW FRAME L. i"MIN. FEP, IMETE- CAULKr1/4• MAX. JAMB 'EMBEDMENT BY OTHER SHIM SPACEI78 SCREW FtN. TYPE INSTALATION W: NDO ANCHOR (TYPFRAME HEADERMASREO'D SEE NO WINDOW WIDTH —.-I EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS 6 EXTERIOR FIN TYPE SECTION 2 _ WANDOW "MAX. TYP FRAMESILL ( )' EQUALLY SPACE 6" MAX.(TYP) ANCHORS ( TYP. 0 HEAD, SILL, SILL STOOL - & JAMBS) ULJ BY OTHER 0 PERIM'_ iER CAULK 1/4 MAX. 8 OTHER SHIM SPACE 0 SHIM AS REO'D 8SCREW (SEE NOTES) INC- OR TION WINDOW ANC — OR (TYP.) HEIGHT o 2 X FRAMING \ BY OTHERS ExTE R:OR I FINIS-cYC-HERS CAULK BETWEEN WINDOW FIN &SHEA- ING SHEATHING - BY C-HER 1" MIN. 0 EMBEDMENT SECTION 1 1 GE': ER<_ NOTES: 2470 O.C. I) S-v AS REC'D. ADJACENT TO EACH INSTALLA :0`: ANCHOR WITH LOAD MAX.(TYP BEIRING SHIM MAX. ALLOWABLE SHIM STACK TO EE 1/4'. 2) W7.•.DOW FRAMEMATERIAL ALLOY 6063 3) UEE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR. PERIMETER SEAL ARC' ND EXTERIOR OF WINDOW FF. 1ME. - 5) G:1SS THICKNESS MAY VARY PER THE REDUL=EMENTS OF ASTM E1300 Sl%; LE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUAUFIED. 6) D71MNC APPLIES TD INSTALLATION OF FIN FRAME 'MN'.Jw IN WOOD FRAME OPENING W-- TWO BY WOOD STUDS u51NC 099 IN D11 —;-S ? AB SCREWS OF SUFFICIENT LE\:-H TO PROVIDE MIN. 1" GM BEOMEI'1T INTO SUFSTR-.E 7, IF E\ACT vnN W $IZE1 Ij NOT LISTED IN CHA.9T, ,_. 1.\CHOR QUANTITY LISTED WITH LARGER, 9ZE, 8) GE'.E RAL ALU.:-NUM'S 1150 SERIES HOPIZONTAL SLDEP :S SHOWH, THIS PRINT ALSO AF=_ES TO T`m 1980 INSULATING CLASS HDRIZOI;:AL 5_DER SERIES. C, 0 ANCHOR ( TYP.) WINDOW WIDHT ELEVATION 51/ VIEWED FROM EXTERIOR`', •' •,.:A. 3 ZO-OZ. COMPARATIVE ANALYSIS & ANCHOR. CUANTITY CHART WINDOW 511E DESIGN PRESSURE 8 SCREWS REO'D. 099 NAILS REO'0. INCHES CAPACITY IN PSF IN FRAME IN FR.ASIE WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB I SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2. 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 1 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 G4 Ti. F-2T4TIBA ,(,rgigE 7r 1UMD. A1{[ B. 0. A. r . MANUFACTURER AC 1 'UiRER LVtT1LVJi1CM °e w 1001 M. Omb7 Rd. •Carto*R12 75M•P-0. 80. $19077.00ax T1 7S381 INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1180 /1980 MODIFIED HORIZONTAL SLIDER oRN c..Ko scALE BB N/A i 0, T[w[n GATE JRu NUu9ER n[ Wva. a, 03/11/02 I GEN-0028 ANCHOR INSTALLATION MULLION — ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET--__,— CENTRAL F' LOA B.O. MANUFACTURER NAM WINDOWWINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 DWG N0: GEN70452 GA P MULLION II I DIE NO. 1445 I II I I II I I II I I II I II I v INSTALLATION 8 SELF TAPPING a ° SMS (TYP.) o41 SUBSTRATE SECTION B- B ANCHOR TYP.) i SEE NOTES a T #2 & #3 0 NOTES: SECTION A — A 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445 WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY u EXTERIOR ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/B" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD 3c SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL r ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: — — — — DRN: JS APRVD:.— — — — DATE; 3/1 7/02 SCALE: MAIL: — — — — DWG NO: GEN-0452wT/FT: PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON 'Y* AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1"5 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 80554)366 CA020122 FEB. 19, 2002 02-0217 4r GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 8054366 CA020123 FEB. 19, 2002 02-0217 DING NO: I-0151 MULLIr ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP. ) 8 SELF TAPPING SMS (TYP.) iVivLuON DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET o v v a a 0 SUBSTRATE MULLION DIE N0. 1446 INSTALLATION ANCHOR TYP.) v ° SEE NOTES a v I a o # 2 & #3 SECTION B-B CENTRAL FL0HdDA B. (),As v MAINUFACTURKH NL'11I ff. o 1 EXTERIOR ELEVATION MASTER FILE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE.) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" 2 CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 DATE: SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIDI. EMBEDMENT INTO WOOD AREA: ---- ORN: JS APRVO: ---- 3' FRAMING. WT/FT: SCALE: HALF MATL: - - - - DWG NO: PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 IN TLRNATtONAL PKWY• HLAIt1-. rll 1- " 1 - -1 - • --• --- SHIM AS RE'D'D INCTALLAT!CN ANCHOR SHEATHING (SEE NOTES) c8 SCREW BY OTHERS CAULK BETWEEN I1 lDOCP : LANCE TWO BY WOOD s SHEATHING BY OTHERS iv I w STUCCO _J OR SIDING BY OTHERS PERIMETER CAULK BY LITHE RS I; r" TjisCTL - :c I t to lDA uDERS _ _ _ SLIDING GLASS DGGP.-F•RAME SILL DOOR WIDTH /a• MAX. SHIM S'PACE I-I/8 MIN. I I EMBEDMENT SLIDING GLASS DGCP. FRAME ,—-- JAMB I A r 1/t" MAX. I SHIM SPaCE B' MIN.. ZTEMPEREDEMBEDMENT GLASS ITYP.) SLIDING GLASS DOOR FRAME HEAD PERIMETER CAULK BY OTHERS SECTION B-B TWO 3Y WOOD BY OTHERS SLIDING CLASS I HOCK STRIPSHIMASREO'D. CSLE NOTES) INSTALLATION ANCHOR RB SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING L— SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GL..__ INTERLOCK INST-LLATICN ANC'rCR WOODiS ULK BETWEEN CK STRIP L EATHING HOOK STRIP DETAIL j-' 1-1/8" MIN. EMBEDMENT NOTE' 1) DOOR MATERIAL: ALUM) M ALLOT 6C63. 2) 18 INSTALLATION SCREWS RUST BE OF SUFFICIENT LENGTH TC ACHIEVE KIN. EH9EDMENTOr1-1/B' INTO UCCD. I- ON TYPE INSTALLATION ANCHORS Ai SILL RUST BE N' SLICE ICIENI LENGTH TO ACHIEVE HIN EHBEDHCNT OF 1-1/I' INTO MASONRY FR CONCRETE 3) INSTALLATION ANCHOR CHART ON 3ACX OF THIS SHEET. - I> USE SIL ICCNIZCD ACRYLIC CAULK 3EHIN0 Dom) FLANGE AT HEAD L JAN3S. 5> USE TIL ICCNIZED ACRTLlC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR.. 1 6) IF EXACT DCOR SIZE IS HOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED VITN TEXTLARGERSI_E. CCR THE APPROPRIATE DESIGN PRESSURE REO'D. h FOR POCKET DCB31 SIZES USC CLOSEST 311ASS DOOR SIZE L CONFIGURATION :C FINIBHED OENINC B PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK STRIP. AS SHOWN- 8) GLASS THICKNCSS -1 VARY PER REDUIRENENTS OF AST.M E13M GLASS CHARTS. 9) DOOR UNIT .IS APPROVED USING TENPE RED GLASS IN SINGLE GLAZED OR INSULATING GLASS. ID) JANB / SILL CORNERS ARE TO 3E SEALED WITH A SHALL JOINT SEAH SEALER11) SHIN AS REC-D. AT EA. S- Ci INSTALLATION ANCMORi NAX. ALLOVA3LE SHIN STACK TO 3E ICI'. 31 All INS TALL, TICS NTS -O IK1ST 3E MADE (-Q CORROSION RESISTANT NAICP.IALOIVALLI 'A REPRESENTS RS ING PANEL AND 'F' REPRESENTS FIXED PANEL-RIARS vEO cow IGURATICNS ARE AS LISTED CS ANCHOR CHART ON 31CX OF THIS SNE:T. EXTERIOR E L E VA I III HOT ALL C TFIGURA, IONS LISTED A3GVE ARE SHOWN ON THIS DRAWING. MVEVER INST—TIOSt! 1 SECTIONS 'A A' •B-3• L MOCK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED D ) / I E- I/ ' MENT COwlGURAi1CNS. 1-l/ i' n!N. 15) FLORIDA EXTRUDERS IDCD iRUES SLi01NG GLASS DOLR iS SHOVK THIS PRINT ALSO APW :CS T7ItG2PANELDOORSHOWN200DSERIESAMDSDDSERIES LIBERALLY APPLY / CAULKING UNDER SILL IORSETSILLINBED !NSTALL .ATI^N ANC.-iCR OF C=NCRETE 3/I6 D[?. TA?CON ITV/'/'/ SECTION A Ft 12002 v EMFEx_D GLASS (TYP.) DOOR HEIGHT D I DESCRIPTION DATE UEIIN1FLOPIDAIENT.RINDC.RS SANFpRD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH =8 SCREWS DP.AWN BY: S3 I APPROVED BY: ATE: !2:.7/r! ISCALE: NT7 OWC _TLE=27 =T CONCRETE OR SHIM A.S RE'C'D _ MA$E'NRY OPENING (SEE NOTES) BY OTHERS CAULK BETV_EN DOOR FLANGE t VGOD SUCK CAULK PETVEEN PERIMETER VOOD BUCK L MAS'Y. OPENINGCAULK5T OTHERS , By OT H.ERS STUCCO PT TH.Ep INSTALLATION ANCHOR 3/ 16' DIA. TAPCON INSTALLATION ANCHOR R8 SCREV (TYP. WHERE ONE BY WOOD TAPCONS A.RENOT REC'J BUCK - BY OTHERS 1 1/4' Mik EMBEDMENT T SLIDING GLASS DOOR FRAME 1/ 4' MA1, JAMB D 1 SHIM SPACE FV k INSTALLATION ANCHOR 48 SCREW (T YP. VHERC - TAPCONS AkE NO REO'DJ SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP.)" DOOR HEIGHTSLIDING GLASS DOOR FRAME SILL 0 EMBEDMENT I ii I 1-1/4• MIN. j p 1 mil F 111' MA1. $HIM SPACE L. 1 1/4• MIN. I - EMBEDMENT o ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK t MAS' Y. OPENING BY OTHERS SHIM AS RED'D. T(SEE NOTES) L INSTALLATION ANCHOR 3/ 16' DIA. TAPCON TEMPERED GLASS Q CAULK BETWEEN T YP.) DOOR FLANGE t VOOD BUCK PERIMETER CAULK BY CONCRETE OR OTHERSMASONRYOPENINGBY OTHERS S. G.D. WIDTH CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR ;CAULK BETWEEN 3/ 16' DIA. TaPCON WOOD BUCK t MAST. DPC NING BY OTHERS 4 CAULK BETWEEN SLIDINGGLASSDOORHOOKSTRIPLHOOK STRIP - WOOD BUCK 01 1- 1/4• MIN. EMEEDMENT Q 1 Q T " ONE BY V00D BUCK BY OTHERS STUCCO 7, BY OTHERS uNCAi Trisigya R t d B.O.Ii.F•TEHPERE GLASS T YPJ SECTION B LJF'AGTi7iiER AAEs SLIDING GLASS DOOR o k e INTERLOCK MASTER FILE# S HOOK STRIP DETAIL wnc— I) DOOR NA-.CRIAL• ALUNINUN ALLOY 6063. 2) TAPCO" TYPE INSTALLATION ANCHORS NUST BE OF SUFFICIENT LENGTH TO AC.IEVC NIN, ENREDNENT DF 1-1/4• IMTO MASONRY OR CONCRETE. 71 ALTERNATE TAPCON INSIALLA71ON ANCHORS FRONT TO BACK IN ALL FRAME MLMBERS. TAPCDH ANCHOR CHART ON BACK 6 THIS SHEET. 5) USE SILICDN12CD ACRYLIC CAULK BEHIND DOOR FLANGE AT HS D L JAMBS. W USE SILICM12ED ACRTLIC CAULK FOR PERIMETER SCAL AROUND EXTERIOR OF DOOR. 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITT LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RED'. B) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR S12E L CDWIGURATION TD fIHISNED OPENING. PLACE TAPCONS. IN fROHT OF WXW STRIP AS SHOvH. 1) GLASS THICKNESS MAT VARY PER RCDUIREHE HTS or ASTM E1700 GLASS CHARTS 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOL.LD BE FILLED VITN .B SCREWS OF SUFFICIENT LENGTH TO PROVIDE NIN 5/8' ENBEDNCNT INTO WOOD BUCK. 11) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR IHSUL.TING GLASS, 12) JANB / SILL CORNERS ARE TO BC SEALED VITH A SHALL HINT SC An SEALER. 17) SHIN AS RED' D. AT EA, SET Cr INSTALLATIDN A..CHDRS. NAx µLCVA MILSHIN STICK TO BE I"'. IN) ALL INSTALLATION ANCHORS HOST BE ..ADE OF CORROSION RE.iSTANT MATERIALS, 151 VHERE •X' REPRESENTS MOVING FANNEL AND 'D' REPRESENTS FIXED PANCL APPROVED CONFIGURATIONS APE AS LISTED DN ANCHOR CruRI ON BACK CF THIS SHEET. 16) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRIVING. NOWEVER INSTALLATION EXTERIORELEVATIONSECTIONS -A-A'. •B-B• L HOCK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN CONFIGURATIONS. 1]) INSTALL ONE TAPCON IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. SEE BACK OF THIS SHEET. 181 FLDRIDw EXTRUDERS 1000 SERIES SLIDING CLASS DOOR IS S DVN. THIS PRINT ALSO APPLIES TD 20DO SERIES AND 500 SERIES. REVS DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY _ _I- L rn T 1D A CAULKINGUNDER $ILL _ - I r 1 INT. INC. $ANFOPn F OR SET SILL IN PED INSTALLATION ANCHOR " ' OF CONCRETE 3/15' DIA. uPcoN TITLE: SLIDING GLASS DOOR SECTION A —A INSTALLATION WITH TAPCGNS DRAWN BY: BB APPP.OVED BY: rlr. a i I n,Tt-.tn i G 7N; Ic•)r. Kip, n). . .. rrWnF. ) fCG L TAPC N ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, Ox, x0 48 X 80 3 3 3 4 4 4 3 3 4 506E XX, OX, x0 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5 8068 XX' Ox, XO 96 x 80 5 5 5 4 4 4 3" 4 5 10062 xx, Ox. XO 120 X 8o 6 7( ) 4 4 4 3 4 5 I 1 I I8080xx, OX, XO 96 X 96 5 5 5 5 10080 xX Ox. XO 120 X 96 6 7 (n1 5 5 5 4 6 6 0 XX, OX, XO 60 X 120 3 3 3 6 6 6 5 6 7 0 XX, OX, X0 72 X 120 4 4 4 6 6 6 6 I 7 8 0 xx. x xP12068 96 X 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 a a 3 4 5 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5 5068 OxO 181 1/6 X 80 8 3) 4 a a 3 4 5 9060 OX0 109 1/8 X 96 5 5. 6 5 5 5 4 6 6 12080 Ox0 45 1/8 X 96 7 j lj.'5 r' • 4 6 6 15080 Ox0 181 1/8 X 96 8 5 5 5 4 6 6 90100. OXO 109 1/8 X 120 5 5 f,: _.^.L 1 -, :6 -..,. ' S1;=T DI) 6 I 8 10 120100 OXO 145 I/8 X 120 7 6 6 7 (DI) 6 8 10 9068 xxx 106 .)/8 x 80 t 5::-:-- - 5-- - = 4 4 - 4 3 4 5 12068 xxx 142 5/8 X 80 7 7 8 cDll a . 4` " : 4. 4 3 4I 5 15068 XXX 178 5/8 X 80 8 4 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 5 5 4 6 6 12080 XXX 142 5/8 x 96 7 8 (D1) 19 (D2) I 5 5 5 4 6 6 15080 xxx 176 5/8 X 96 8 I( 3) 13 5 5 5 4 6 6 90100 xxx lUb 5/8 X 120 5 6 6 I 6 17 6 I 8 I 10 120100 xxx 142 5/8 X 120 7 n? In rn^ 6 6 7 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 60 7 7 8 (D1) 4 4 4 3 4 5 16068 OXXO 191 5/8 X 80 9 10 (Dt) 12 (D3) a 4 4 3 4 5 10080 uxxu 1 ]/b X 76 b 6 7 (DI) 7 4 b b 12080 OXXO t43 5/8 x 96 17 8 (DI) 9 (D2> I 5 5 I S 4I I 6 I 6 16080 OXXO 191 5/8 X 96 9 12 (n ) a <p5) 5 5 5 4 6 6 100100 OXXO IIS 5/6 .x 120 6 120100 OXXO 143 5/8 X 120I 7 19 cD2) I 10 <D3> 6 16 17 cD1) I 6 I B I 10 160100 OXXO 191 /8 X 120 10 (D1) 13 (D4) 16 (D7) 6 6 7 (D1) 6 8 10 10068 xxxx 11/ 1/4 X 6 6 4 4 4 J 4 12068 XXxx 1141 1/4 X 80 7 17 18 (DI) 4 4 4 I 3 I 4 I 5 16068 XXxx 199 1/4 X 80 9 (D1) 10 cD2) 12 <D4) 4 4 4 3 4 5 10080 xxxx 11 1/4 x b 6 7 (Dl) b b 4 6 12080 xxxx 1141 1/4 x 96 7 8 (D1) 9 02) I 5 I 5 15 I 4 6 I 6 16080 XXxx 189 1/a X 56 9 (Dl) pa) ZS3 () 5 5 5 4 6 6 100100 xxxx ll7 t/4 X 120 E 7 <D,) 6 I 6 D1) 6 6 t0 120!00 xxxx 141 t/4 x J20I 7I 8 (Di) 16 I ,U (p3> 6 5 17 Dll I 6 I /jEr 0I1 60100 XXXX 189 l/4 X 120 10 (D2) 13 (D5) i5 (Di> 6 I 6 7 <Di) I 8 0 I V II FE3.2 I FC 2, ANCHOR NOTES* ll IN SOME CASES TAPCONS ARE P.EO•D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THRU 'D7' DESIGNATES IN WHICH SIZE J1 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 1N FIVE. SETS OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD 8 SILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAR JAMB CORNER., IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A d B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. SECONDLY, AT EACH END OF JAMBS NEAP, HEAD a SILL CORNERS. C LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A 8 B. rFn R D n EXTRUDERSL _ n INT. INC. SANFu<7. FL, Ti L6 SLIDING GLASS DOOR TA?CON GL-.SS CHART Ci V iL N.T.S. A. 4 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WOW. WTH. > WOW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125E 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805 0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 Pq FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT B APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP•) MULLION ANCHOR BRACKET SEE NOTES —12 & #3 D ° MULLION DIE NO. 1447 ACTUREi R NAME: MULLION i+ _ - .-, _ . DIE NO. 1447 WINDOW- FRAME HEAD @ TER F' ILE #. TYP.) SECTION B-B ai v 0 DWG NO: GEN-0453 INSTALLATION ANCHOR TYP•) SUBSTRATE SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAL} TO SILL. TTACH MULLION TO SUBSTRATE WITH 3/16' DIA. U w 2) IN MASONRY CONSTRUCTION, A CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP, CARROLLTON, TEXAS TITLE' FIN H RIZ NAL MULLION INSTALLATION DETAILs ALUMINUM TUBE MULLION, DIE N. 1447 EXTERIOR E EVATI N f'LC AREA DRNr BB APRVD____ DATE31I7/O2 DWG NOWT/FTr --_- SCALE HALF HATE __-- GEN-0453 0365pRGpARER. Wt. PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PXWY., HEATHROW, FLORIDA 32746 PHONE -07-805-PAX 07-DOS-OJ66 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM FIN HORIZ. MULLION MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON 'Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULUON SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 D,VG No: A-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP. ) 8 SELF TAPPING SMS (TYP.) w[uLLI VIN DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) . i v ° SEE NOTES 2 & #3ao a-& L- Lv MAN UFACTURER NAME - EXTERIOR ELEVATION ASTER FEENOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN .USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON,* TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAi_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: R" JS APRVD: ---- DAIL :3 17. SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. I WT/FT: - - - - SCALE: HALF MATL: - - - - DWG N0: cEN-c==o PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32716 PHONE 407-805-0365 FAX 407-? 5-C`E' GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 806-03651 FAX 407 805-0366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 3.78 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 M I A M I•DADE 7 PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems ' 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAMI-DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADS FLAGLER BUILDING 140 WL'•s'r FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-156.1 305) 375-2901 FAX (305) 375-2905 CON HL\CTOR LICENSING SECI'IO:V 305) 375-2527 F;A.N(305) 375.255.N CONTILkCMIZ ENFORCE.N N*r DIVISION 305) 375-2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION 305) 375-2902 F.4X (305) }72-6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 SIE Inswing Glazed 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 ' 41sdeterminedbyBCCOthatthisproductormaterialfailstomeettherequirementsoftheSouthFlo Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.17 EXPIRES: 04/02/2006 Raul Kodrlgucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COhINUTTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06/05/2001 Building Code Compliance Office s0450001\pc2000\\templates\notice acceptance cover page.dot 11 04- I] leHURRICANE CODE''. tI1;101__ METRL- EDGE STEEL000n in WOOD PRRME PRODUCT CERTIPICRTIon SHEET Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLAZED 000ns - Bv, naminRL, HEIGHT: _N Single Door with Sidelite on Hinge side Single Door with Sidelite an Strike side 0 Single Door with 2 $idelites :.. Double Doors DOOR STYLES 114 GLASS: 9030 MM Ur9i 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLASS: 4, r r 5. 105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24 R/L Series MULTIMESTL WD GLZA Enterqv- Entry Systems 4—p-IF OUt -6% 04 PM— Of WWI- -W*"Mtffl ff,093 $"OkKlondr.*n 00 Wo" d1t3a Subjed to 04MI w&OA ftalicf. L_ W loll] ITIIN 10511 U1111iIII 11 11thAffIffil- 17 METAL -EDGE STEEL DOOR inWOOD PRRME PRODUCT CERTIPICRTIunSHEET -0 1 - D_.)i q o" 1 3 6 Valid for the following side -hinged door arrangements (Sheet 2 of 2): 314 GLRSS: 404 Series 410 Series 450 Series FULL GLRSS: R. If 109 Series 114,120, 122 Series 152 Series 149 Series 300 Series SIBLITE STYLES: y,} LILL ji 680 Series 129 Series 200 Series 12R, 12L, 2311, 450 Series 152 Series 149 Series 23L, 2413, 24L Series Ij OP +SC) I'S -50,S IMPROT NO Fm _uLT,_ME STL WD GLZ-2 Entergy- Entry Systems Ouf Cw&vjkq V09am of product knPMveMtM maku SoMflegbm design red PQdW dItW SUbItO 10 OWN v6d=l MOM j Premdor Entry Systems ACCEPTANCE No.: 01-0314.17 J APPROVED JUN 0 `5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.19 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 Glazed Double Residential. Insulated Steel Doors w/Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1028-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites with 1/8" Glass- in a Wood Frames with a 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 non -habitable areas where the unit and the area arc 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): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South ida Building Code SFBC) in order to properly evaluate the instal 'Wongfthissyst Man el Perez, P.E. Product tn#ol Examiner Prod ontrol Division_ 2 J Premdor Entry Systems ACCEPTANCE No.: 01-0314.17 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shalt be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has.been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code. changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. _ d. The engineer who originally prepared, signed and sealed the required documentation initially J submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANC Manue ere , P.E., Product Co -Examiner Produc ontrol Division 3 c HURRICANE MET] METRL-EDGE STEEL DOOR in WOOD PRRME PRODUCT CERTIPICATIonSHEET 01-031 ,-L0 Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLRZED DOORS - 6'B" namim HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES - 114 GLRSS: 913b sHBO fII N Oil 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLBSS: ZEll, r 105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24 R/L Series j I MULT1_K_S'TL_WD_GLZ-1j Entergy- Fntry Systems Our C-*WkV VW*M C0 Produd -WvnMeM Makes $Mk3110.& design vW Voduct dttU sbjeclto chwoe .0MnclKe. 14 I' I ` • • h •° : ',asI .• • $ HURRICANE CODE ,,. METAL -EDGE STEEL DOOR in WOOD FRAME PRODUCT CERTIPICRTIon SHEET D- 314 , Ul OAo- Valid for the following side -hinged door arrangements (Sheet 2 of 2): 314 GLRSS: 3 cn 404 Series 410 Series 450 Series FULL GLRSS: 14. G r ti V F ri ' ` 109 Series 114,120, 122 Series 152 Series 149 Series 300 Series SIELITE STYLES: y 0,12FIR 15A ®y_* 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series OP+S -SOS IMPACT N C MULTI_ME_STL_WD_GLZ-2 Entergy- - Entry Systems Ow contlnuirrg program of product Improvement manes specifications, design wd product detail surfed to charge within, notice. 111 M.I A M I DADS PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 NI[AMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE M1 FIZO-FADE FLAGLER BUILDING 140 WES'1' 1 [.AGLEIZ STIZI-T-l', SUITE 1603 MIAMI, ITOMDA 33130-1563 305) 375-2901 FAX (305) 375-2903 CONTIW"1'Olt LICENSING SEC-110S 305) 375-2527 1.:\X (3U5) 375.2553 C'ONTItAC."1'OR I{NI'UItCl:11;N'1' l)[1'IJIUN 305) 375-2966 I:AX (305) 375-2903 1'KOI)L'CI' CONTROL DIVISION 305) 375-2902 I:AX (3U5) 372-6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.20 EXPIRES: 04/02/2006 Raul I<odngucz Chicf Product Control Division THIS 1S THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND CENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW C0 1 11"1'TEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Nlianii -Dade County, Florida under the conditions set forth above. APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade Count' Building Codc Compliance Oflicc s0450001\pc2000\\templates\notice acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, ;000. 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 Outswing Glazed Double Residential Insulated Steel Doors with Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1028-EiVI-0, Sheets I through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/1 1/00, 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 Icaf of this approval. 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): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by topics of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Elorida Building Code SFBC) in order to properly evaluate the installation of' hi syste Man l Perez, P.E. Product o trol Examiner Prod Control Division 2 Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. 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 1, 2 and this last page 3. END OF THIS ACCEPTA.NCE, fvlanuc Perez, P.E., Product Co o Examiner Produ ontrol Division 3 ADA PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES W/ 1/8" GLASS - IN A WOOD FRAME W/BUMPER THRESHOLD (OUTSWING) 14B 1/2' MAX 37 1/4' 74' 37 1/4' MAX K' MAX 4' MAX 1/2' X 2' LONG STAPLES MAX 5' MAX MAX SEC NOTE 5 Mnz 4' MAX 5' MAX MAX IS' O.C. IS' O.C. 15' .C. IS' O.C. 15, O.C. 15' O.G 15' O.C. 15' .C. MAX MAX MA% MAX MAX MAX MAX MAX MAX B C 17 1/ ' MAX O.C. SPACINrG I 17 1/ ' MAX O.C. SPACING 17 1/ ' MAX O.C. SPACING 17 I/ MAX D.C. SPACING 1 1/2' MINIMUM E M..- 0 r- Ito z 1 1/2' MINIMUM EMBEDMENT 12) PER HEAD L SILL, f51 PER JAMB AL T[RNAT(, D/16' PfH TAPCONS11/2' MINIMUM EMBEDMENT 7 XIO5) 2' f.H.V.S. IN EACH INSIDE JAMB 010 X 2' f. V.S 5) IN EACH INSIDE JAM I IT, or Is1 MIS j I jIB' D.C. / 1 /16' VI..... 43 OBCL666 SCRICS I1 I—_-----37k TOP OF DOOR DnARLOcKAOX.111B' O.C. TO FOF LOCKi B2o22' X 64' 5 I/2' MVIKSCT LOCKSCT i MAX OLD i j OR BnARLOCLDCKSCT MOOCL IBB I is, D.E.. j I iI 1O. C. j I II 1I I 6' AX ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO THE HEADER AND THRESHOLD WITH 010 x 1 3/4' FLATHEAD SCREWS NOTES: i' O.C.__[_15' 0. MAX MAX 4' B— i' O.C. 1 5' O.C. 15' O.C. 15' O.C.- MAX MAX MAX MAX 5- MAX MAX 08 x I' LONG IN ALL REMAINING HOLES 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED MB x l LUllU PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, FLATHEADD SCREWS 2.) THE PRECEDING DRAWINGS ARE INTENDED TO. QUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGAL B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOQR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C, MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR' MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. LL ANCHORING SCREWS TO BE 410 WITH UM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE C -- 1 O. C. 15- O.C. MAX MAX MAX 80. II/16' 1/ 2' A 2' LONG STAPLES SEC NOTE 5 R. H. OUTSWING L.H. OUTSWING DESIGN PRESSURE RATINGS VHERE VATER INFILTRATION REQUIREMENT IS NEEDED B VHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED Positive 50. sF 5 F Neac. tivcT A P V x 50.5 QSF APPROVED AS Cim:I'Cr trai; 'r.;'I H1 HE SOUTH FLQOQT BUILDING CODE 60n ( J J O1 6Y /J///•• oAe_ PROD T C NTROL DIVISION BUIL CODE COMPLIANCE 0 ICE ACCEPTANCE NO. 0 i - 03 / 4. z 0 u;. J/ 16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT X UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG 4.. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES, UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON-HAB[TABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT WATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR. [ I DADE COUNTY MODIFICATIONS 1/I1/00 Ja 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE LIMN-LKISS W11D. FRAC DEC ' Ak D PA (DOOR OPTIONS) 110--i-ge RS JAMBS AND SIDELITES. EXIRUSIDNS UtESS WIED. SM CDTL. 10.1 A ADD OTHER DOOR CONFIGURATIONS 112ARAI 7, DOOR/ SIDEL[TE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE LIR. REVISIOIS I DATE 3`1 PARTMa{, ( AICZI ocra coer oo u ® v/SISLHCS CORNERS ARE COPED AND BUTT JOINED. OR BT DA - MA'L S[AL N.T.S. 8. DOORS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST PREMDDR EN1RY SYSTEMS 31-1oz8-EM-o INHIBITIVE PRIMERPAINTWITHADRYFILMTHICKNESSOF0.8 TO 1.2 MIL. 911 E. JEFFfRSOH 9. FRAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ pIIfIQL,KS61 SHEET 1 OF 6 WATER -REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 M[L REVISIEN LETTER c 1 EXTERIOR 37 1/4' MAX 74' MAX 13 1 1/4• 35 3/4• MAX 2 I5 9 10 22• MAX OLD 8 1 1 _ 22' MAX 1/4 OLD m MAX GLAZING DETAIL SHERWIN WILLIAMS 850A EXTERIOR -GRADE LATEX CAULK r ail, 1• ITiTiT I'.iG r7s1L-? INTERIOR 1/2' GLASS BITE 8' TEMPERED GLASS INTERIOR SECTION A -A OUTSWING 111 1/4' MAX a xx SEE GLAZING DETAIL 35 3/a' MAX t. t t .. - OTHER CONFIGURATIONS 37 1/4• MAX SEE GLAZING DETAIL 30 24 9 35 3/4' MAX n Ill I/a• I— 74• MAX IfMAX tl XX I_ Ja I3/ a' 74 3/4• fs'_ MAX MAX 112' MAX x0 aX. pxp APPROVED AS COMPLYING MTH THE lDllii Ul[4 TOAD, !CY D:C SOUTH F &I Ad fll rCODE (11a11M Oi[SS IWO, Sid DFL IO.T BY JJ BUJ PSI fi 6[ n MI PROD TC TROLDIVISIONt PREMDOR ENTRY SYS BUILDING CODE COMPLIANCE OFFICE 911 L Emw r PIT1SiJi<, Q M76P ACCEPTANCE NO. 031Y.20 VS TO LIFE FRANCS 1 3/4' 1-1028— EM-0 SHEET 2 OF 6 KVISIOI [UI[ I C 8 o 1/4' SHIM MAX 1-3/4' 2 BY WOOD BUCK 64' MAX DLO o. aaoo e 1 3/4„ SECTIG'N B-B 4 9/16" 1 1/4" INTERIOR 1 1/4" MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBERI COMMENTS D WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 2O COMPRESSION WEATHERSTRIP M- 5 LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE) 3O ALUMINUM ASTRAGAL CM-12PREMDDR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' 50 TOP CHANNEL EM-08 PREMDDR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN 26 ga L017 004 000) xiX IDESSS PP(2 Ill I[( TEST KPIRI IS Ql' POLYURETHANF FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 lbs./Ft' BOTTOM CHANNEL EM-07 PREMDDR BRAND - 1 11/16' - 20 GA STEEL WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE..OR EQUIVALENT ID STRIKE STILE EM-06 PREMDDR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PREMDDR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 IPREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4"x4' HINGE EM-16 IHAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB FM-13 11 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 1110-24 x 1/2" F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 410 X 2' F.H.W.S. 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM TOP, MAX 18' O.C. THEREAFTER 10) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP MAX 8' O.C. THEREAFTER 6) SCREWS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4• DOWN FROM TOP, MAX 15' QC. THEREAFTER 17 nD rxVS. v/MINIMJM 1 1/ M M I 1/2E E OR 3/16' PFN TAPCONS V/MINIMUM I I/Y EMBEDMENTBE REFER TO ELEVATION VIEW, FOR u OF SCREWS USED AND LOCATIONS 18 10 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19 u8 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE Co) LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 0 10 X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EM-19 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 8' AR T MP R ASS SIDELITE TRIM (WOOD) EM-20 5/16 x 112' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 FOR SIDEMBY SIDEBJAMBS' AS MULL ONSNT - ITEMS ARE MOLDINGS USE WOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-23 p 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL 96 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME SCREW SPACING TO BE 3' IN FROM EACH CORNER AND NOTTOEXCEED14' OC THERE AFTER. 0 SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 3l PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' O.C. THERAFIER, USED ON MULLIONS AND TRIM DOW SILICONE #995 LIMITS: UNLESS NOTED, FRAC. DEC. = ANG. EXTRUSIONS: UNLESS NOTED. STD. COM'L. TOL'S. APPROVED AS COMPLYING VATH THE SDOUTH FI,VgA r DIN COCE DR. BY R. S. DATE - - JUn °8 PREMDMR ENTRY SYSTEMBY911E. JEFFERSON PROOU CO ROLDIVISIC- PITTSBURG, KS. 66762 BUILDIN CODE IANCE OFFIC ACCEPTANCE NO. - 03 Y . Lo TY MODIFICATIONS E 5 (DOOR OPT 31-1028-EM-0 SHEET 3 OF 6 REVISION LETTER B 2 BY WOOD BUCK r 1/4" SHIM MAX 3/4" n 1 J 79 INTERIOR 3/16" MAX 80 11/16" f MAX 2 BY WOOD BUCK SECTION C-C 1 1/4" EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1028-EM-0 SHEET 2 OF 6 1 1/4' DOW SILICONE #995 LIMITS: UNLESS NOTED, FRAC. ' DEC. EXTRUSIONS UNLESS NOTED, STQ COM1. TOL'S. Nr-lTNFFR: APPROVED AS C061PLYING WITH THE SOUTH FL(P,1PA BUILDING CODE DR. BY R.S.DATE - - D?. E J Jn J PREMDUR ENTRY SYSTEMSEY 911 E. JEFFERSONPRooTNTRCLDIVISIONPITTSBURG, KS. 66762BUILDINGCODECOF.1P' '.OFFICE ACCEPTAIICENO. DI ;tK.Zo U DADE COUNTY MODIFICATIONS A ADD SCREVS TO LITE FRAME L MATERIAL LIST LIR. REVISIONS PART NAME: rurrocv crrri rerr 1-11 ,.r 11 1-1028-EM-0 SHEET 4 OF 6 REVISION LETTER D OTHER DOOR CONFIGURATIONS u• nc • r or n• nt r nc Is• nc u• ac u- w n• ac unc u• ac u• nc r nc n• nc uyac r ac r ac N+ W u• ac u• ac n• ac u• nc I w+ 1 r[ I I Y• 1 r 1 f 1 1 I 1 1 i I w I w I I I i I I I 1 I 7 y.cl., ac vKI.0 oc YKIw r w Ir IT w Ir 1/r • YKIw 6L yK'w aC YKI,c li' - p z• vKlncz• : j j j YKluaI 1 1 1 1 1 1 I I 1 s n r nc u• ¢ rut u•. r nc u• a a- ac L. w tia M. oxx M• ark=,. v ir a ac ••]Wnc o ac .s ac 1 1 1 c vKuc n yr w[ nc yKiK: - j p 00 p nc vKlnc ac vK1K: 1 1 I 1 1 0x_ 11t/ rw at YKI G at KIrG L11 L\11 1 1 I 1 1 1 r n r ac u• r nc u• a s• nc. oxx 11 r +++ acvKlwj i 1 1 1 uclv. a.iI 1Iw w ]. + w• L. Y u• xxo ri ua r 1 1 ac vKlw o ac vKl a j p j ac vKlw atl71l 1 1 1 1 u• a r ¢c JL u• o r ac xx fp at 31u• nc n• ac u- nc n• nc: u• ac u• nt ..a I u• ac s• ac. u• ac n•. ac + 1 I I 1 ac vKlw aL YKIrL — — n aL YKI.a b 11/lt• a 1/r [ Ir1/r y[ a nc YKI.G j Ir p at vKl.c se una• \ j \ _ ac vKlw sa un[• p n O 11 O ,2 yr ac nc c f>K Iw v yr . \ / \ ailvKi aL. lr II I 1 I i I I i l i I uNa sync u• a s• nc is s• oc u• n r nc u- a r nc u• a s• aL _ + w w w w ,.[ xo oxo x LIMITS: UNLESS NOTED, FRAC = DEC = AN( EXTRUSIONS: UNLESS NOTED, SID. CON1. T0.'S, ArPROVED AS COMPLYINGWITH 114E SOUTHFIa$jT}Aij Ji ItGC E DR. By DATE 1-ll-Ol DAT J LJJ r'jj ((JJ PREMDORENTRY SYSTEMS By. 911 E.. IEFFERSON PROD' ' rCidTROL DIVISION PITTSBURG, KS. 66762 _ BUIL. )DC CCMPLIAPICE 0t- E ACCEP i.,NCE NO. 61 —031y.Z0 31-1028—EM- 0 SHEET 5 OF 6 REVISION LETTER OTHER GLAZED DOOR PANEUSIDELITE STYLES W/SURFACE APPLIED MUNT.INS r—MAX 7,_6-oo 00 0o ' I Ma* . 00j 00 oo oo; loo oo ioo 00 00 oo 00 loo J oo 00 oo u u •--• /// e(o 11II !a t II II II II , onu! 11/I pit 1/1 1 1 111 II II II II r•! 1// . /11 /// n. u I' II:I II II II II II II ''111' !a'i! /11 t1 /// 11/ //1 1 1 1 1 !! !! 1 ', it II II II :'. BOB 0 t 1300 p p U0n U0 o a o PD- 35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-43B 36" 01 MAX 79 0 O OM X go 0 0 0 SL- 10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80 LIMITS- RUSS NOTED, FRAC DEC - ANU EXTRUSIONS LRESS CEO, STD. CO (T. III DAIS I APPROVED AS COMPLYING WITH THE LTR REVISIONS PART NAME:PREMDCiR DOOR OPTI(1NS i DATEHFL(}g A'UI'INGCO E DZ BY DAIE /1 1 MATT SCALE BY Ju( PREMDOR ENTRY SYSTEMS 31-1028-EM-0 PZvO' " T NTF'OL DIVISION 911 E..[FFMON SHEET 6 OF 6 BUILDING CODE COMPLIANCE OFFICE PIITSBl1iL, KS. 66762 TANCE NO Dl-03 1 V. 2 o IREVISION LEVER