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HomeMy WebLinkAbout210 Venetian Bay Cir 04-1557 New SFHPERMIT ADDRES 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 FEE PERMIT NUMBER FEE GOMSUBDIVISION PERMIT # .0 L/' /53--f7 DATE O 0(0 04 PERMIT DESCRIPTION S F PERMIT VALUATION a 9 (o c SQUARE FOOTAGE C7 Q o a I City of Sanford Certificate of Occupancy This is to certify that the building located at 210 Venetian Bay Circle for which permit number 04-1557 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Detached complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz 11/03/04 Engineering: D. Richards 11/04/04 Public Works: J. Crumpton 11/08/04 Utilities: R. Blake 11/01/04 Fire Department: N/A Zoning: N/A Morrison Homes Property Owner C)a )m.. - 11/08/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION Single Family Residence**** s C- r DATE: 10/29/2004 PERMIT #: 04-1557 v ADDRESS: 210 Venetian Bay Circle CONTRACTOR: Morrison Homes PHONE #: Randy 407-448-1246 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. r ngineeri I_ , © Fire OPublic Works Zoning Utilities Licensing CONDITIONS: (TO BE CONIPLETED ONLY IF APPROVAL IS CONDITIONAL) fm Pr- ERTIFCATECOFOCCUPANCY' REQUEST FOR FINAL INSPECTION Single Family Residence**** DATE: 10/29/2004 PERMIT #: 04-1557 ADDRESS: 210 Venetian Bay Circle CONTRACTOR: Morrison Homes PHONE #: Randy 407-448-1246 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 0 Engineerin ublic Works Dy Utilities 0 Fire 0 Zoning OLicensing C( INDITIONC_ (TO RF COMPi.FTF1-) OM.Y IF APPROVAL. IS CONDITIONAL) R WY-4 11-z -6y DATE: PERMIT # ADDRESS: 1 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ° 0 18 1 1 V1 I W Single Family Residence**** j La a p z 10/29/2004 I 04-1557 ,y u 210 Venetian Bay Circle u 0 CONTRACTOR: Morrison Homes PHONE #: Randy 407-448-1246 1 1 I I 11 1 1 1 1 I I 1 I 1 I 1 1 1 1 I I I I I I I 1 1 1 1 1 I I I I I I I I I I ( 1 I 1 1 I I I I 1 1 I I I I I II I w r U CL V; Q The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Public Works Zoning r til' s. _/s Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Incruiry 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 240995 23.19.30.502-0000-0330 210 VENETIAN BAY CIR Free -form information LOT 33 ************ SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1557 PD 4-8-04 SEE REC#6609 3/4"WA METER SET FEE $190.00 PD 4-8-04 REC#6609 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel 11/01/04 15:28:22 Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) October 13, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 33 Venetian Bay, 210 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 210 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 33 "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates In . o.l m 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 Canpany Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 210 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 33 "VENETIAN BAY"PLAT BOOK 63 PAGES 84-88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): l' - #9 - ##.##' or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNf1Y NAME & COMMUNITY NUMBER B2• COUNTY NAME I FLORIDACITYOFSANFORD1120294SEMINOLE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREASED 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 Engineerinq Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. Slate the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 16. 7 fL(m) o b) Top of next higher floor NA. _ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o o o d) Attached garage (top of slab) 16. 4 ft.(m) E r- 4 o e) Lowest elevation of machinery and/or equipment w v servicing the building (Describe in a Comments area) 16. 0IL(m) AC Service E 2 " o f) Lowest adjacent (finished) grade (LAG) 15. 9 ft.(m) Z in 7 o g) Highest adjacent (finished) grade (HAG) 16. 1 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. an) Ifessiond 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. CERTIFIER'S NAME Darae L Przemieniedd LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 SIGNATURE DATE TELEPHONE 10-13-04 407-788MM 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 210 VENETIAN BAY CIRCLE CITY STATE Z1P CODE I Company NAIC Number ISANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 a on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. 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$ with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) 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.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify, this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sedions A, B, Q and E are correct to the hest of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local oifidal 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 FEMA4ssued or oommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ft.(m) Datum: ft.(m) Datum: Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx 4 .4mociates 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 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 24°58'07' 75.00' 32.68' 16.61' 32.43' S 67°42'20-E C 2 09°48'53" 75.00' 12.85' 6.44' 12.83' S 85°05'50'E C 3 90"00'00" 50.00' 78.54' 50.00' 70.71' N 45°00'17-W LINE BEARING DISTANCE L I S 89"59'43'W 53.50' L 2 N 54°15'00'E 28.95' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY 6' BRICK WALL—\ 2.2 1 L I F 2. 2' SET 5' O/S FD 5' 0/S LOT 33 o "A" GRADING N 6.180 SO. FT. ny O r- o nm . nz + nm V mm m Rl LOT 32 rnXinz _ ti Z 6.8 30.0' - 00oPORCH0 O 10.0' O AUBURN a 2473 A.B.0 ELEVATION a V o SINGLE FAMILY o RESIDENCE FIN.FL.ELEV.: 1f.7 LOT 34 M M® 4. 71, m 14.0 0 c ti 0.2 EiN N 1.3 N 89°59'43-E P C. P. REFERENCED BEARING \ CIL VENETIAN BAY CIRCLE 0 50 ' R/W) TRACT "F " PR 1 VAT\ROADWA) CITY OF SANFORD ADDRESS: 210 VENETIAN BAY CIRCLE LEGAL DESCRPTIOM Lot 33, " V E N E T I A N BA Y - occordiiig to the plot thereof as recorded n Plot Book 63. at pages 84 - 88 of the PLblc Records of Semnofe CoLnty. Florida P C. P. FLOOD HAZARD DATA: The Parcel shown hereon tes within Flood Zone X. occordcig to the Flood huronce Rate Map Cormnnity Panel Nuriber 120289 0035E.Doted 04117195. City of Sanford. CornmLsiity Nmber 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on 05 - 05 L Bend Flood Zone determ' fo' n was Performed by 9-cph'c pbttilg from Fbod hsu-ance Rate Maps provided by FEMA. No field strv" was performed by this Frm to determiie this Zone. The exact zone location can o4l be determiied by an elevation study. We ossune no responsbity for ached looting conahions concermg this parcel SETBACKS: Front 25' Rear 20' Side 5 ' Corner IS' Mri r m Lot Width 50' Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CRCLE as being N 89°59'43F. Verticd dotun is based on NGVD per Engineerng construction plans by Ned H i 11 e r Eiioeeroig. hc. Job NAer 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 o/ sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CA' Cenledine 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 actual difference in elevation relative to the assumed CB Chord Bearing temporary Benchmark shown hereon. Co Chord 5. The parcel shown hereon Is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this office. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client FD. Fin 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 Denotes W 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 Land Surveyor Denotes Permanent Reference Monument Mee Measured O 2004 Herx 6 Associates Inc. All rights reserved N/D(N&D) N.R. Nail and Disk Not Radial Certification: Not valid without the signature and the original raised seal o! qq a 1lcensod Surveyor and Mapper TKs ry meets the retluirements of the FI ' e Minimum Technical Sea ar s contained /n Chapter I# I rich Administrative Code CERTIFIED T0: MICHAEL 4 BRENDA ROBERSON EAST ORLANDO MORTGAGE t UNIVERSAL LAND TITLE. INC. Nilllam .Herx, P.L.S Fbrlde Rep/sieved Lond S rveyor No. 3162 FIRST AMER I CAN TITLE INSURANCE CO Datae L Pizemieniecki.P.S M Registered Surveyor and Mapper No 6030 William Herx. P.S.M. Registered Surveyor and Mapper No. 6092 OCT O 7 oo Herx d Associates Inc.. State of Fbrida LB 4937 aS Onset O.R.B Official Records Book PO Plat Book PC Point of Curvature PCC Point of Compound Curvature P.0 P Permanent Control Point PG. Pape P.R M. Permanent Reference Monument P/L Property Line P.O.B. Point of Beginning P.O.0 Point of Commencement P.I. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence RAN Right -of -Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X—X- Fence symbol (see drawing) Dra.n by: AH Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1-- 30' Plotlion performed: 12-16-03 Faundalton Surrey: 05-05-04 Final Surrey: 01-06-04 Revision$ . CITY OF SANFORD PERMIT APPLICATION Permit # : OCA — ( S-S ri 11 ,, Job Address: Q 1 O Vene_V C ,-, Description of Work: Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical _X_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS f 5 6 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners I Contractor Name & Address: Phone&Fax -tnS,inn Bonding Company: Add ress: Mortgage Lender: Address: Attach Proof of Ownership & Legal SoJ,Q\l L,.r,e Phone: IvHQv) - LO_kI 1- S Y e C.-- r• t C_ C DY W• C°g i4/ e pi 3 V 3 State License Number: 'Ro— DD O IS 4.- hnS— q40-4 Contact Person: U SY 1 r Phone: S TIP- 709- Arch ltect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. n (e OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require o Florida Lien Law, FS 713. Signature of Owner/Agent Date ignature of Contractor ens bite Print Owner/Agent's Name Print t for/Agent's Name JennNer Aknodovar Wry Com mission OD272809 Signature of Notary -State of Florida Date Sign re o Notary -State of Florida • a tiro00 sDecember0727Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/ Agent is VPersonally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 10-03-203 9:04AM FROM CITY ov SANsomn PP.EMr r APPLICATION PsrMil p Job A" Dcccciptil P. 2 w ly•'I;t=i., •,,.fir ltlistoric District: Zoning: Value of Work: Permit •ape: fluildag Elcccical Mcchtttical Plumbing V1, Fire Spritlklcr/Alarm Pool • BleclriW. New Sc(vioo - tf of AMPS AtididOWAh ,;r"ien Chatlgc of Service Tunpormy Polc ' Mcchaoical: Rcsidwiat Non -Residential Rcpluamau Ncw (DO" Layout & 60crgy Calc. Requirrd) Plumbiilw Ncw Commertaal: M of Fixn(ces v of Water & Sewer Lines N of Gas Lines Plumbing/New R.e:identiai: d of Wglcf Closets -3 Plumbing Rcp+tir - Raigl&UW or CornmcnCAl Occupancy Type: Residential V Commercial industrial Total Square FouLaCez Cu"truction Type: li of Stories: -.4— 0 of D rclLing Units: Flood Zone. (FVdA form rcqulrcd for other thaw X) Attach P f a OOwwaenhip a 44gal Dacrtptloa) O/ J 1 Owners Nam Address: C lane r N.we Aadr.aa e; G ri1G yCoquu State Livase Nutaber: U3 M S"• eltoas & Fax; Pert,oa n Yhope: =.J X doming Cou+pauy: Archi(cWtu=ivacr: Phone: Address: Fax: Appltcadon is hereby made to obtain a permit to do thc'work and tnsullations as indicated. 1 c"fy that no work Or installation has conuncncal prior to the isauanec of a permit and Out all work will be performed to meet *fall laws r,egu4ting coouructiva in this jurisdiction. I undcrsmnd that • sopar•te permit must be aecawcd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HFiATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify glut rfl of the foregoing information is •ccuratc and glut all work will be done io complianca with all applicable laws rogulattn+ construction rand z"4ag. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YU01l 1't.Y ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY DbYOKIS RECORDING YOUR NOTICE OF COMMENCF-Mk.NT. NOTIC In addition to the mquirsmerus of this permit, there may be additional restrictions spplicablc to this property that may be found in the public records of this county, and {hers may be additioral peemits required from other gorcrrumntal entities such as watu mansYcmcnt districts, state agencies, or federal ugcrtcia• Aoeeptance of permit is vonrteation that I will notify, the owner of the prop" of the requiremerus of FloridaFlLi Low, FS 713. 5 O - It /L/-IG'o Signature of OwoodAgcni Duc Signature of ContragruaKscrit Duc Print Owncr/ Agent's Name Print Contricr dAgcnt's Na LL_zo a Signature of Notary -State of Florida Date cf v otary-Sate FI da Uaw George Stokes OwncdAgcnt is _ Personally Known to rule or, (Antrac'tor/Agent is. Personally KnowV o: My Commission D Produced IU _ Produced ID D024871 gyros May 13 2005 APPLICATION APPROVED DY: Uldg: Toning: Utilities: Initial S Date) ( Initial do Date) FD: Initial 4 Mto) ( Initial & Date) SPccirl Carulitiuna:., C\ L, _', () (_ COUNTY ()I.** S1.1111HOLL, I e-TAT I ... 1%1 ': . . . 1: 1% 1 F, A CT F, I... ... , ) - . It :N I ISSUED Dy CITY OF SANFORD WAIEV1011T KUMBER 101-75943 DATEs MUIM110 FT:RMTT MUMBERy 111TY) POUAJY NUMBERI c D K: ::e I.-". S'14 3 10 101 ov 61 .................... . .. INAE VIC ZONTs JUAISDICTION.' /Z).6. A)TIDIV)cs, ONE 2_11 z FLAT B0 f'*'o.('_'1z/p erF--tic" ADOREGS. APPKXCANT NA11110 nit ADCREssn021. . . _... .............................. v. , 2k ------------------------------------------------ LAND USE CAIEGORYo 001 - Single Family Detached Hmuw 1Y!V UNQ Renide"lia). WORK DESCRIPTIONe Single Family HounTs %taLhIV - Conztruction FEE ----------- D E_ A E 1 .IT_ R A I r_: ----------- FE-E--U-N--IT--R-A-T-E--P-E-N- ---- N-Q--T-Y-P-E- ---- T -0 T_ TYPE DIST SCPEDULE CESC. UNIT OF UNIT'3 CO-WIDE 0 dwl unit 1 705.00 1 1 705.00 00OLLECTORS NORTH 0 dwl unit 112.03 1 Iq2.00 in KIBRARY CO -WIDE 0 dwl unit 0 54.00 -,1 1 54.00 R1WML CO -WIDE 0 dwI unit 21,301.00 a Isswoo OMCUNT DUE. 0 2,205,00 RLINYVI D BYE SIONITUREu I)A-i r KOIE TO RECEIVIKO SIGPAT(_'RY/PPPp1C?NTu FAILURE TO NOTIFY nWNFR 601)) T:1:1';%Y PAYNCHT MAY RESULT IN YOUR LIABILITY FOR THE FFF. *00:1 DESIRYBUTIC11a I -COUNTY 3-CITY 2-ADP1_ICANr I-COUMTY i ATNOTV*): PLNZA):%!S, 0!(E ADVISED THAT THIS !Si A STATEMENT OF FEES WHICil CUE AND PAYAFLE PRXCR TO ISSUANCE OF A IUILDIXG PERMIT, A"U.-' AUSO ADVISED THAT AqY RIGHTS OF THE A"PLIChNT, OR OWNIR, TO OPPEAL THE CALCULATIONS OF TPE RCAn, LIPPORY SYS= AMD= LMU06TIOMA (SCHDO) IMPACT FEES MUBT BE EXERCISED BY FIKIM0. A WRI14CH RECUEST 'AIIHIN 45 CALENDhR DAYS OF TPE RECETVIM) FlIGNATURU DATE ABOVE, BUT NE9 LATER THAN CERTIFICATE OF OCCLehNCY O.' CICCUPOVCY. TME RE('UFGT FOR REVIEW MUST MEET THE REWU91TUVENTS OV CO-.1:%:TY 1.0',U), DEVELOPM EMT CODE. COPTES OF THY RULES GOVERNING hOPEAV!:, MY BE PICXED UP, OR REnUESTVD, FROM IPE PLAN IMPLEOENTATION OFFXCU: xioT moT r1RST STRECT, SANFORD, FLORIDA 32771p (407) 665-7471. PhYMPHT 211CULD BE VADE TUs CITY OF 2AWFORD BUILDING DLPART1`1LKf' 1)()o HORTH PARK I FT '.11,1771 PAYVENT EFOULD BE BY CPECK OR MOKEY ORDER, AND SKOULD N'U:7j(.31_'Q AND CITY BUILO16•13 PERMIT NUMBER AT THE 10." sworms f0fiTEMENT IS VhUID ON Y IN CONJUNCTXON WITH ISSUANCE OF A041: FOMTLY BUILDIKO r 7 ) Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 24.58'07' 75.00' 32.68' 16.61' 32.43' S 67'42'20'E C 2 09'48'53' 75.00' 12.85' 6.44' 12.83' S 85'05'50'E C 3 90'00'00- 50.00' 78.54' 50.00' 70.71' N 45'00'17-W LINE BEARING DISTANCE L I S 89'59'43-W 53.50' L 2 N 54'15'00-E 28.95, NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY LI Q LOT 33 A" GRADING N 6.180 SO. FT. Z G N 6.7 6.8 n O 30.0o COV. O F: — O o PORCH r o ur O 10.0' O O a O AUBURN a 2473 n n A.B.0 ELEVATION cnii V o SINGLE FAMILY v ' m m o RESIDENCE a FiN. FL.ELEV.. o+ LOT 32 LOT 34 El16.3 m 40 W 4. 7a 01 o014. 0' 6.8 O 6.71 21.3' Q Yl Nti •• o r) 21 9 N, in PLANS REVIEWL'L• N 89'59'43-E P C.P.CITY OF SANFOp REFERENCED BEARING \ CIL VENETIAN BAY CIRCLE C;? 50 ' R/W) TRACT "F " PR I VAT\ROADWAY Max Coverage - 64 r- SETBACKS: CITY OF SANFORD Front 25' Rea- 20' DATA Side 5 ' Corner15' RV"k SO. FT. - 46yLEGAL FDESCRPTIONLot33. - V E N E T I A N BA Y MinimumLot Width 50' SO. FT. according to the plot thereof as recorded an Plat Book 63. ' 1 M P E R V 10 U S AREA - 2.854 SO. FT. of pages 84 - 88 of the Pubic Records of Seminole County. Florida. C ° Note: Beoringqs shown hereon are referenced to the C/L X" or VENETIAN BAY CIRCLE as being N 89'59'43 E. FLOODHAZARDDATA: The Parcel shown hereon ies within Flood Zone occordng to the Flood Insurance Rote Mcp Cormsnity Panel Nunber Vertical dotum is based on NGVD per Engineering 12 0 2 8 9 0 0 3 5 E. Dated 0 4/ 1 7/ 9 5. construction plans by Ned H i I I e r Engneering. Inc. u City or Sanford Conunnity NAer 120294) Job N nber 2001. Legend General Notes: A m Temporary ark Offset 0 PO JE 1. This is a BOUNDARY Survey performed in the lied on / U assumed datum) O. R.B. Official Records Book PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC Point of Curvature subsuACA ace/aerialencroachments, if any, were located. Centerline Central or ( Delta) Angle PCC. Pant of compound Curvature 3. Building ties shown are to the exterior unfinished foundation surfaced ace orformboard. CALC CalculatedCB P.0 P. Permanent Control Point 4. Elevations shown hereon, it any, are assumed and were obtained from approved Chord Bearing Pape plans provided by the Client unless otherwise noted, and are shown CD Chord RPermanent Reference Monument P.R.M..Construction only todepict the proposed or actual difference In elevation relative to the assumed C.M Concrete Monument Pr1 Property Lune P O B Point of Beginning temporary Benchmark shown hereon. 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. 1. 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 by this office. I.P. Iron Pipe PT Pont of Te agency 6. The legal description shown hereon is as fumished by client. I.R. Iron Rod R Radius 7. Platted and measurad distances and directions are the same unless otherwise noted. L Arc Length RAD Radial Line REV. Residence Denotes 34- iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business RhV Rightol•Wey 34- Iron rod with red plastic cap marked 'Witness Corner. unless otherwise noted. LS Land Surveyor TBM Temporary Benchmark O Denotes P. C.P. (Permanent control point) Mee NiD(NaD) Measured Nail and Disk TYP. Typical Denotes Permanent Reference Monument N R. Not Radial Fence symbol (see drawing) X--X- Fence symbol (see drawing) Corliflcation: Not valId w/fhout Ih uro and the original raised soal lorlda l/consad Survoyor d Mappo This s ey meets the repu' a is of the FI a Minimum Technic Drown b y : AH Standa as contained l a t r 6IG 17 Wide Administrative 9. Chocked b y : DP Prepared For: MORRISON Sketch of Legal Description Job Nuiaber: 02-017-02 L1 Thi s is not a Survey scat. : 1'- 30' William A. Herx, P. L. S. Florida Reglstere and Surveyor No. 3182 P 1 o l p 1 o n p e r r o r e d : 12 - 16 - 03 Derae L. Przemienieckl, P.S.M. Regisre urveyor and Mapper No 6030 F o u n o l i o n Survey: William R. Herx, P.S.M. Registered Sury r end Mapper No. 6092 Final Survey: Henf 6 Associates Inc., State of Florida LS 4937 Revisions LIMITED POWER OF ATTORNEY DATE: .- (' I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA _ COUNTY OF ORANGE. SIGNATUJ& #OFNOTARY: CiiLRYL A. LC" SAY CJMMISi'ON # 0))..162115 EXPIRFS:Ar.IS. PJ, NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county_tltle"PARCE... PARCEL DETAIL pe n//rv , n, sxr r CAH It 1, 11111 M. P r 1 \I. NA" 1. 1 I. JJ" 1 40-..I,c-,1.4k, ff-P Al Ili\II ITRr1T. IF IANR011 'kil"IAR1II GENERAL Parcel Id: 23-19-30-502-0000-0330 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 210 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vaclimp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision 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 LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 33 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. ff you recently purchased a homesteaded property your next year's property tax will be based on Jus&Market value. 1 of 1 2/20/2004 6:02 PM 1M,c Tell i•,• . 1 a.'m }• s' ! AllTrr>:t t ):k g:r9 ._: z•,_ f , ; 2; . lsa,:, il'lil•rw_. A6 6 - Ca13 o n q I+f.:tRCR': vim: Z—LtiCi1.Ig cle tical :M r : •p ice. rhx..it: F.; r:J1e-iP.! r,. F:•KI __.._. . r, ns1:'h!s'i`.• i :et3i e rice — ;x o A T^ di?[40 /:?i c:9Tir C:a:gGC:CCi jrp f71OC}'l-i''Cr!e y 1^ Svidei;f.,ai !tlOn-]i.eSJCteriiia n„r'' r !1 qr r ,:,.: Fa` ^[ t= *" iictr. } r. 'n_ scpry xie, e4uired) 3r} t¢11ti_nf!l:ib Cicie?eI CIVIC' rVRlx^:i^'si' i t Tif^e^:ru F•L'Jr!F Il.F1S+`r_ u tef Ururfa fi5/f11N7r I1;`w[ i 4 L^ti'e1: #( a m'.N ' iGSCc^ ii'Iltr;4rt fx'`' LIe ; - .KtCiCtlt' a fir Conrri nit}l f' 43eser lEizm[ L< c: l:esieeniial Cornmwrsial Etc aJ' nrf; r-{mtr Fooa,ep: C93JS L Z'eLhN ' Tt)tiCe: ;r T c'6A'iw: ;!c'6c I0"Veakq i la7dR: !' L^.ti e: (FEh2F.' eormrreetth'cd for (.aici tltr,o'Y} Forreel i?: Oviners Fiama c Address: Acdae@ & roa5of OwneraFiip & Legef Dk—_ etiRt'iatt') Phone: Contractor Name fie Addre::: VMeAMHEAMGir&AMC0ND ata l,iecn,!+u miter.0HWr Phone E Fat: Bonding Company: Address Mortgage Lender: Archiiect/ Engineer: Phone: Address Application is hereby made to obtain a pemut to do the work aitd imsWlateons as indicated. 1, c-re ; Cha.`. no work or installation has comnrcrr(ad prim lc, LhF.. issuance of a pern»i and that all work will be p-t'form--d b me6'sfan+!ainls of at) lams regularnrd emsrvction in Giis jurisdicfion. 1 undersi nd t1W a separate permtf mustbe secured for EL.ECTR1CAL WOR1:, PLUMS&IG, SiGH.', WELLS, POOLS, FURi-FACE , BO?LER , HEATERS, T10013, and AIR CONDITIONERS, etc. 4W_ FJER'C- AFFIDAlr : I sentry that aU of ibe forgoing ir_fo, irationis accuraCe and L'tat' all voiic will I-- done in compliance with all applical-de. i.vr. „vp,d:rnitg cons[Yuction and zoning. rlAPi"ir:!G TO'OtrfirER YOUR FAPLUP.E TO RECOPD A 111OT10E OF CCdvi;,llE'NCE ze.EflT 1-iA :' ;F.T^ULT ll-J 'm't jl n TIVICE FOP. DWFT-.0VE:4El'1T— TO yol-M PROPERT-Y. Ii ;t'OU rfiTEND TO G'LaTF ti% FntlAi 1Cl'1G. COi•!SULT WITH YOM LEiNDER OR Al4 ATTGRNEY BEFORE RECORDrrJG YOUR NOTICE OF COJAMENCEME1JT. NOTICE: In addition to the requtremenrs of this permit, there, may be additional restrictions applicable to this property that rmy be found in the public re -cordsof Phis county, and there rrcay be, additional permits required from other governmental tntifie5 such as aaier m3ttag rd 8lcts, stat gart ir;, ca ft de.t;,l aLcsnes. Acceptance of permit is venficaiion that I will notmfv the owner of the property of the 0. Signature of Owner/Agent ent1 2 4 8m8DateSrreofCor/ i Dare E - G. D a m 0 RfJ SO' Pant Owner/Agent's Name 4P; nntoniractor , eenLLse - MAY - 2 1 2004 Signature of Notary -State of Florida Date Signature of Mo .: -State of londa Date O,, mer/Agent is _ Personalh no%%m to Me or Conimclor/Ace-:. _ 1'crsonal., Known to Me or Produced ID Produces . APPLICATION APPROVED LIY: Bldg' Zoning L;.:.c _ h ____t__ Initial Date) (Initial & Date) 1jee1URNER (Itr;tial & Date xitart' ndnions :,: t"rt .,VC014,11SSI0NSDD212B93 I GYPIPr-q• Imp. id OnQ7 Pcb;: c UrCerwntea 8:.cC tiro no'ary w 04' Permit # : Job Address: 9 Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: Date: Permit Type: Bbilding -.v_/_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 307 4 • Construction Type: GM Lk # of Stories: Z # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel #: 23 — 1L _ 0— 6_O4 — 0000— L : V,O (Attach Proof of Ownership & Legal Description) Owners Name & Address: NOZOON i'10MaS S/ 50UtHN 9lG G4N. M%/TC 4N/0 32761 Phone: 407 6Z400 7,7 Contractor Name & Address: WMIIFk Mlf0AJ //0AC%s01i AOMS5 ::{{'f _ / 4d r lvile n State License N ummbeer: c 11— Lam. 706 Phone & Fax: G 00 0% 0 0 Contact Person: 40/4PH C4464 PhoneA4Q7J,,MZZ740 Bonding Address: Mortgage Address: fy M Architect/ Engineer: HKI VO Phone: 649 Address: o4al rTA/e A?04#_k A WMlA O IU EER 2 2004 Fax: Application' is hereby made to obtain a permit to do the work: end•installetions as indicated. I certify that no work or insialltttion has commenced prior to the issuance of a permit and that all work will be performed to rm;ft'siandards o I s t)iaU c 16 ' n in thisj}insdt tion. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMI]i dNb;SIGNS, S O _S, AC S BOILERS,'Ii TERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing inft%*=--^Accurlawsis teandthatallworkwillbedoneincompncewithallapplicablelawsregulatingconstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO -RECORD A NA OTIZFnOFCOMM '1 CEME MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance o r it' verification that I will notify the owner of the property of the requir tolorida Lien Law, FS 713. 6 A Signature of Owner/Agent ate Signature of Contractor/Anent f Date o g i 9 ft2E, ,v NIftK r _ a rn g N Print Owner/Agent N Print Contractor/ M CUUj g9 c ¢ f Signature of Notary• tare of Florida ate Signature of a • tate of on Date ro ro Owner/ Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or °# Produced ID AJA _ Produced ID Zj7 APR : ' O— O Zo ning: Utilities: FD: ATION APPROVED BY: Bldg Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: dq hh. eOlafk.In 1. rr. conk . 5 S t, t, I IN 11111111111 0111013 II II1111111111111111011)11111111111 Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 347784283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05205 PG 0358 CLERK'S # 2004026309 RECORDED 02/23/2004 1207113 PM RECORDING FEES 6.00 RECORDED BY S O'Kelley CERTIFIED COPY MARYANNE MOB CLERK OF CIRCUIT COOUUNI SEMI IMI 04 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 1 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 • Cj4/1 .Sanford, FL 2. 6eneral description of improvements New single family residence 3. Owner information : ame Morrison Homes ddress 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name tj A%R Y- FAOH Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other.documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 71-3.13(1)(b), Florida Statutes. N.A. 10. Expiration d to of notice of commencement : One year from the date of rec r ' g. Date Signed: b Signature of Owner's Agent, MAP.Ek Mylwj Sworn to and subscrib I b fore me this by Signature o otary: Maria Lisa Steiner, who is personally known to me. r r MY COMMISSION 4 DD 214811 Notary Seal: * * EXPIRES: June 27, 2007 ponded Thtu Budpet NotvY 8 tvloh FOMJ ILIA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Flori= le partment of Community Affairs Residential Building Performance Method A Project Name: MH2473 Builder: Morris n Address: Permitting Office: City, State: Permit Number: Owner:o 2-( a! t 1Vvvl( Jurisdiction Number: Climate Zone: Central I . New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 59.0 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 (It') 2473 ft' c. N/A 7. Glass area & type a. Clear - single pane 349.0 ft' - 13. Heating systems b. Clear - double pane 0.0 ft' - a. Electric Heat Pump Cap: 60.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft' - HSPF: 8.00 - d. Tint/other SHGC - double pane ft0.0 ' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 190.0(p) ft - c. N/A b. Raised Wood, Adjacent R=11.0, 415.011' - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R=4.2, 1134.0 ft' - EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 510.0 ft' - b. N/A c. Frame, Wood, Adjacent R=1 1.0, 307.0 ft" - d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2087.0 ft' _ 15. HVAC credits PT, - b. Under Attic R=19.0, 342.0 ft' - CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Interior Sup. R=6.0, 431.0 ft - MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as -built points: 31547 PASSTotalbasepoints: 34718 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 0 / =4„'r I hereby certify that this tng as -designed, is in compliance with t on o e. OWNER/A NT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. o4Tie sT.4 h rrr •, s ' i a`•`` BUILDING OFFICIAL: DATE: PLANS REVIE."WED E G e® V rnElimrlco .,-2 nergy auu ( erg,.,.,. , "........,,., Aif(,R6'W FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2473.0 26.78 11476.7 Single, Clear SW 5.0 5.0 16.0 52.82 0.52 436.0 Single, Clear SW 5.0 12.5 7.0 52.82 0.76 282.0 Single, Clear SW 1.3 7.0 36.0 52.82 0.95 1800.2 Single, Clear NW 0.5 12.0 22.0 37.74 1.00 829.1 Single, Clear NE 10.0 7.5 48.0 43.65 0.53 1118.5 Single, Clear NW 10.0 7.5 48.0 37.74 0.60 1094.1 Single, Clear NE 1.3 5.5 54.0 43.65 0.93 2186.0 Single, Clear SE 1.3 5.5 16.0 56.64 0.90 815.0 Single, Clear SE 1.3 15.0 18.0 56.64 1.00 1019.1 Single, Clear SW 1.3 5.5 20.0 52.82 0.90 952.4 Single, Clear SW 1.3 4.0 14.0 52.82 0.82 606.6 Single, Clear SE 1.3 6.0 50.0 56.64 0.92 2600.7 As -Built Total: 349.0 13739.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 307.0 0.70 214.9 Concrete, Int Insul, Exterior 4.2 1134.0 1.16 1315.4 Exterior 1644.0 1.90 3123.6 Frame, Wood, Exterior 11.0 510.0 1.90 969.0 Frame, Wood, Adjacent 11.0 307.0 0.70 214.9 Base Total: 1951.0 3338.6 As -Built Total: 1961.0 2499.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2087.0 2.13 4445.3 Under Attic 30.0 2087.0 2.13 X 1.00 4445.3 7 Under Attic 19.0 342.0 2.82 X 1.00 964.4 Base Total: 2087.0 4446.3 As -Built Total: 2429.0 6409.8 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 190.0(p) 31.8 6042.0 Slab -On -Grade Edge Insulation 0.0 190.0(p 31.90 6061.0 Raised 415.0 3.43 1423.5 Raised Wood, Adjacent 11.0 415.0 1.80 747.0 Base Total: 7466.E 1 As -Built Total: 606.0 6314.0 EnergyGaugeO DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB N3.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: " " " PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 2473.0 14.31 35388.6 2473.0 14.31 35388.6 Summer Base Points: 47307.5 Summer As -Built Points: 51862.6 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 47307.5 0.4266 20181.4 51862.6 51862.6 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 15751.5 15751.5 a EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB V3.2 FOkM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2473.0 6.86 2608.6 Single, Clear SW 5.0 5.0 16.0 9.22 1.33 195.9 Single, Clear SW 5.0 12.5 7.0 9.22 1.09 70.2 Single, Clear SW 1.3 7.0 36.0 9.22 1.02 337.0 Single, Clear NW 0.5 12.0 22.0 12.23 1.00 268.9 Single, Clear NE 10.0 7.5 48.0 12.00 1.00 576.4 Single, Clear NW 10.0 7.5 48.0 12.23 0.99 581.7 Single, Clear NE 1.3 5.5 54.0 12.00 1.00 648.3 Single, Clear SE 1.3 5.5 16.0 8.34 1.05 139.7 Single, Clear SE 1.3 15.0 18.0 8.34 1.01 151.2 Single, Clear SW 1.3 5.5 20.0 9.22 1.03 189.8 Single, Clear SW 1.3 4.0 14.0 9.22 1.06 136.8 Single, Clear SE 1.3 6.0 50.0 8.34 1.04 433.4 As -Built Total: 349.0 3729.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 307.0 1.80 552.6 Concrete, Int Insul, Exterior 4.2 1134.0 3.26 3696.8 Exterior 1644.0 2.00 3288.0 Frame, Wood, Exterior 11.0 510.0 2.00 1020.0 Frame, Wood, Adjacent 11.0 307.0 1.80 552.6 Base Total: 1951.0 3840.6 As -Built Total: 1961.0 6269.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points r Under Attic 2087.0 0.64 1335.7 Under Attic 30.0 2087.0 0.64 X 1.00 1335.7 Under Attic 19.0 342.0 0.87 X 1.00 297.5 Base Total: 2087.0 1336.7 As -Built Total: 2429.0 1633.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 190.0(p) 1.9 361.0 Slab -On -Grade Edge Insulation 0.0 190.0(p 2.50 475.0 Raised 415.0 0.20 83.0 Raised Wood, Adjacent 11.0 415.0 1.80 747.0 Base Total: A44.0 1 As -Built Total: 605.0 1222.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2473.0 -0.28 692.4 2473.0 0.28 692.4 Winter Base Points: 6822.4 Winter As -Built Points: 11369.6 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6822.4 0.6274 4280.3 11369.6111369.6 1.000 1.00 1.078 x 1.160 x 0.92) 0.427 1.150 0.427 0.950 0.950 5301.3 5301.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB V3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 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 20181 4280 10256 34718 1 15751 5301 10495 31547 FA PASS EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB V3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , so_21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST PERMIT #: COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area:.5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. A 22 OTHER PRESCRIPTIVE MEASURES Inn,10 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 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. I . 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 a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent 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. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New Single family 1 4 Yes 2473 112 349.0 ft2 _ 0.0 ft2 _ 0.0 ft2 _ 0.0 ft2 R=0.0, 190.0(p) ft _ R=1 1.0, 415.0112 _ R=4.2, 1134.0 ft2 _ R=11.0, 510.0 112 _ R=11.0, 307.0 112 _ 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 R=30.0, 2087.0 ft2 _ 15 R=19.0, 342.0 ft2 _ Sup. R=6.0, 431.0 ft _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 59.0 kBtu/hr _ SEER: 12.00 Cap: 60.0 kBtu/hr _ HSPF: 8.00 Cap: 50.0 gallons EF: 0.86 _ PT, _ pF THE ST,'6. n o / NOTE: The home's estimated energy performance score is only available through the FI.A/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergySIRM designation), your home may qualify for energy efficiency mortgage (EEAf) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Filename: MH2473.bld For: Morrison By: AIR FLOW DESIGNS INC. 250 JASMINE RD. CASSELBERRY FL. 407)831-3600 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 72 Deg F Design TD: 34 Deg F HEATING SUMMARY Bldg. Heat Loss 45322 Btuh Ventilation Air 266 CFM Vent Air Loss 9948 Btuh Design Heat Load 55271 Btuh INFILTRATION Method Construction Quality Fireplaces Simplified Average 0 HEATING COOLING Area (sq.ft.) 2473 2473 Volume(cu.ft.) 22752 22752 Air Changes/Hour 0.7 0.4 Equivalent CFM 266 152 FL 32718 11/15/02 Job # #2473 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 95 Deg F Inside db: 78 Deg F Design TD: 17 Deg F Daily Range M Rel. Hum.: 55 Grains Water 37 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 34296 Btuh Ventilation 2842 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data y Rate/Swing Mult. 1.00 Total Sens Equip Load 37138 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1840 Btuh Ventilation 3824 Btuh Infiltration 3824 Btuh Tot Latent Equip Load 9488 Btuh Total Equip Load 46627 Btuh HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make CARRIER Make CARRIER Model #FK4CNB006 Model #38BYC060 Type HEAT PUMP Type SPLIT DESIGNS Efficiency / HSPF 8.00 COP/EER/SEER 12.00 Heating Input 0 Btuh Sensible Cooling 43600 Btuh Heating Output 60000 Btuh Latent Cooling 15400 Btuh Heating Temp Rise 27 Deg F Total Cooling 59000 Btuh Actual Heating Fan 2000 CFM Actual Cooling Fan 2000 CFM Htg Air Flow Factor 0.044 CFM/Btuh Clg Air Flow Factor 0.058 CFM/Btuh Space Thermostat heat/cool Load Sens Heat Ratio 86 MANUAL J: 7th Ed. RIGHT-J: V 1 3. 0. 12 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J I RIGHT-J CALCULATION PROCEDURES A, B, C, D Job#: #2473 Filename: MH2473.bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* l . Winter Infiltration CFM 0. 7 AC/HR x 22752 Cu.Ft. x 0.0167 = 266 CFM 2. Winter Infiltration Btuh 1.1 x 266 CFM x 34 Winter TD = 9947 Btuh 3. Winter Infiltration HTM 9947 Btuh / 410 Total Window = 24.3 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0.4 AC/HR x 22752 Cu.Ft. x 0.0167 = 152 CFM 2. Summer Infiltration Btuh 1.1 x 152 CFM x 17 Summer TD = 2842 Btuh 3. Summer Infiltration HTM 2842 Btuh / 410 Total Window = 6.9 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 37 gr.diff. x 152 CFM = 3824 Btuh Procedure D - Equipment Sizing Loads 11/15/02 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 152 Vent.CFM x 17 Summer TD 2842 Btuh Sensible Load for Structure (Line 19) 34296 Btuh Sum of Ventilation and Structure Loads 37138 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 37138 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 152 Vent.CFM x 37 gr.diff. 3824 Btuh Internal Loads = 230 x 8 No. People 1840 Btuh Infiltration Load From Procedure C 3824 Btuh Equipment Sizing Load - Latent 9488 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3. 0. 12 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J I 1 MH2473 Job# #2473 Zone: Entire House 11/15/02 11784MANUAL1: 7th Ed. RIGHT-J 3.0. 12- S/N I NameofRoom Entire House LIV/DIN/FOYER KITCHEN NOOK 2 Running Ft. Exposed Wall 262.0 Ft. 59.0 Ft. 12.0 Ft. 21. 0 Ft. 3 Room Dimensions, Ft 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft_ 0.0 x 0.0 Ft. 4 Ceiings, Ft Condit. Option 9.2 heat/cool d 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.9 1442 428 112 195 Exposed b 12C 3.1 1.9 594 0 0 0 Walls and c 12H 2.0 1.2 0 0 0 0 Partitions d 13C 1.4 1.1 325 121 0 0 e 13C 1.4 1.1 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 39.3 276 10839 82 3220 0 0 22 864 Glass Doors b 8C 39.3 96 3770 0 0 0 0 48 1885 Heating c 9A 31.8 0 0 0 0 0 0 0 0 d 7F 41.1 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.0 18 479 18 479 0 0 0 0 Glass Doors NE/NW 37.0 194 7178 22 814 0 0 70 2590 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 46.1 160 7393 42 2083 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11E 6.5 3.9 20 129 78 20 129 78 0 0 0 0 0 0 b 10A 19.0 11.5 18 343 208 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.9 1.9 1134 5550 2171 326 1595 624 112 546 214 125 613 240 Exposed b 12C 3.1 1.9 510 1561 946 0 0 0 0 0 0 0 0 0 Walls and c 12 H 2.0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.1 307 415 332 121 163 131 0 0 0 0 0 0 e 13C 1.4 1.1 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.8 2.2 2087 3761 4535 423 762 919 228 411 495 110 198 239 b 16D 1.8 2.2 342 616 743 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 190 5233 0 59 1625 0 12 330 0 21 578 0 b 20G 2.4 0.9 415 1002 374 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 24.3 6.9 410 9947 2842 102 2475 707 0 0 0 70 1698 485 13 Subtot Btuh Loss-6+8..+11+12 43164 9969 1288 5837 14 Duct Btuh Loss 5Y 2158 5•/ 498 5•/ 64 5% 292 15 Total Btuh Loss -13+14 45322 10468 1352 6129 16 Int. Gains: People® 300 8 2400 0 0 0 0 0 0 Appl. ® 1200 1 1500 0 0 1 1200 0 0 17 Subtot RSH Gain-7+8,+12+16 31178 5835 1909 3554 18 Duct Btuh Gain 10% 3118 10Y 584 10•/ 191 10% 355 19 Total RSHGain-(17+g)•PLF 1.00 34296 1.00 6419 1.00 2100 1.00 3910 20 CFMAirRequired 2000 2000 462 374 60 122 270 228 Printout certified by ACCA to meet all requirements of Manual J Form MH2473 Job# #2473 Zone: Entire House 11/15/02 MAIVuP.LJ: nn Ca. I NameofRoom FAMILY MAS BRM MAS WIC MAS BATH 2 Running Ft. Exposed Wall 26.0 Ft. 32.0 Ft 9.0 Ft 23.0 Ft. 3 Room Dimensions, Ft. 0.0 x 0.0 Ft. 0.0 x 0. 0 Ft. 0.0 x 0. 0 Ft. 0.0 x 0.0 Ft. 4 Cetings, Ft Condit. Option 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Arc& Btuh Area Btuh EXPOSURE NO. Htg CIS Length Htg CIS Length Htg CIS Length Htg CIS Length Htg CIS 5 Gross a 14B 4.9 1.9 242 298 84 84 Exposed b 12C 3.1 1.9 0 0 0 0 Walls and c 12H 2.0 1.2 0 0 0 0 Partitions d 13C 1.4 1.1 0 0 0 130 e 13C 1.4 1.1 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 39.3 22 864 48 1885 0 0 18 707 Glass Doors b 8C 39.3 48 1885 0 0 0 0 0 0 Heating c 9A 31.8 0 0 0 0 0 0 0 0 d 7F 41.1 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.0 0 0 0 0 0 0 0 0 Glass Doors NE/NW 37.0 70 2590 32 1184 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 46.1 0 0 16 720 0 0 18 810 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 E 6.5 3.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 11.5 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.9 1.9 172 841 329 250 1222 478 84 410 160 66 322 126 Exposed b 12C 3.1 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Wall Isand c 12H 2.0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.1 0 0 0 0 0 0 0 0 0 130 176 141 e 13C 1.4 1.1 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.8 2.2 336 605 730 252 454 548 0 0 0 0 0 0 b 16D 1.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 26 716 0 32 881 0 9 248 0 23 633 0 b 20G 2.4 0.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 24.3 6.9 70 1698 485 48 1165 333 0 0 0 18 437 125 13 SubtotBtuh Loss-6+8.+11+12 6610 5607 658 2274 14 Duct Btuh Loss 51/1 330 5% 280 5Y 33 5•/ 114 15 Total Btuh Loss a 13+14 6940 5887 691 2388 16 Int. Gains: People ® 300 0 0 2 600 0 0 0 0 Appl. ® 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain-7+8,+12+16 4134 3862 160 1201 18 Duct Btuh Gain 10•/ 413 10% 386 10Y 16 10•/ 120 19 Total RSH Gain-(17+18)•PLF 1.00 4548 1.00 4249 1.00 176 1.00 1321 20 CFM Air Required 306 265 260 248 30 10 105 77 Printout certified by ACCA to meet all requirements of Manual J Form MH2473 Job# #2473 Zone: Entire House 11/15/02 MANUAL J: /111 Ca. tuuna-1: j. u. ic- a- ia, aY 1 NameofRoom LAUNDRY BRM4 BRM3 BRM2 2 Running Ft. Exposed Wall 8.0 Ft. 18.0 Ft. 24 .0 Ft. 13.0 Ft. 3 Room Dimensions, Ft. 0.0 x 0.0 FL 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 4 Ceilnp, Ft Condit. Option 9.3 heat/cool 9.0 heat/cool 9.0 heat/cool 9.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg CIg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.9 1.9 0 0 0 0 Exposed b 12C 3.1 1.9 0 162 216 117 Wall Isand c 12H 2.0 1.2 0 0 0 0 Partitions d 13C 1.4 1.1 74 0 0 0 e 13C 1.4 1.1 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 39.3 0 0 20 785 29 1139 15 589 Glass Doors b BC 39.3 0 0 0 0 0 0 0 0 Heating c 9A 31.8 0 0 0 0 0 0 0 0 d 7F 41.1 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.0 0 0 0 0 0 0 0 0 Glass Doors NE/NW 37.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SF/SW 46.1 0 0 20 900 29 1305 15 675 South 0.0 0 0 0 0 0 0 0 0 Harz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 E 6.5 3.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 11.5 18 343 208 0 0 0 0 0 0 0 0 0 9 Net a 14 B 4. 9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Exposed b 12C 3.1 1.9 0 0 0 142 435 263 187 572 347 102 312 189 Walls and c 12H 2.0 1.2 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.1 56 76 60 0 0 0 0 0 0 0 0 0 e 13C 1.4 1.1 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.8 2.2 0 0 0 147 265 319 147 265 319 150 269 325 b 16D 1.8 2.2 0 0 0 63 114 137 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 8 220 0 0 0 0 0 0 0 0 0 0 b 20G 2.4 0.9 0 0 0 147 355 132 147 355 132 69 167 62 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 24.3 6.9 18 437 125 20 485 139 29 704 201 15 364 104 13 SubtotBtuh Loss-6+8.+11+12 1075 2438 3034 1701 14 Duct Btuh Loss 5•/ 54 5% 122 50/ 152 5•/ 85 15 Total Btuh Loss - 13+14 1129 2560 3186 1786 16 Int. Gains- People ® 300 0 0 2 600 2 600 2 600 Appl. ® 1200 0 300 0 0 0 0 0 0 17 Subtot RSH Gain-7+8..+12+16 693 2491 2904 1955 18 Duct Btuh Gain 10•/ 69 10Y 249 10% 290 10'/ 196 19 Total RSH Gram-(I7+18)•PLF 1.00 762 1.00 2740 1.00 3195 1.00 2151 20 CFM Air Required 50 44 113 160 141 186 79 125 Printout certified by ACCA to meet all requirements of Manual J Form MH2473 Job# #2473 Zone: Entire House 11/15/02 1 UUNUAL J: hn Ga [UVRI-J. .•v. icy ai ca + 1 Name of Room LOFT BATH3 meth 2 Running Ft. Exposed Wall 11.0 Ft. 0.0 Ft. 6.0 Ft. Ft. 3 Room Dimensions, Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. x Ft 4 Ceiings,Ft Condit. Option 9.0 heat/cool 9.0 heat/cool 9.0 heat/cool TYPE OF CST IITWf Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO Htg Clg Length Htg CIS Length Htg Clg Length Htg CIS Length Htg CIS 5 Gross a 14B 4.9 1.9 0 0 0 Exposed b 12C 3.1 1.9 99 0 p Walls and c 12H 2.0 1.2 0 p p Partitions d 13C 1.4 1.1 0 so 0 0 e 13C 1.4 1.1 0 0 p f 0.0 0.0 0 0 p 6 Windows and a 1C 39.3 20 785 0 0 0 0 Glass Doors b 8C 39.3 0 0 0 0 0 0 Heating c 9A 31.8 0 0 0 0 0 0 d 7F 41.1 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 27.0 0 0 0 0 0 0 Glass Doors NE/NW 37.0 0 0 0 0 0 0 Cooling F/W 0.0 0 0 0 0 0 0 SE/SW 46.1 20 900 0 0 0 0 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11 E 6.5 3.9 0 0 0 0 0 0 0 0 0 b 10A 19.0 11.5 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.9 1.9 0 0 0 0 0 0 0 0 Exposed b 12C 3.1 1.9 79 242 146 0 0 0 0 0 0 0 Walls and c 12H 2.0 1.2 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 1.1 0 0 0 0 0 0 0 0 0 e 13C 1.4 1.1 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.8 2.2 127 228 275 114 205 248 54 97 117 b 16D 1.8 2.2 117 211 254 108 195 235 54 97 117 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 0 0 0 0 0 0 0 0 0 b 20G 2.4 0.9 0 0 0 52 126 47 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 24.3 6.9 20 485 139 0 0 0 0 0 0 13 Subtot Btuh Loss-6+8..+11+12 1951 526 195 14 Duct Btuh Loss 5% 98 5% 26 5Y 10 15 Total Btuh Loss - 13+14 2049 552 204 16 Int. Gams: People @ 300 0 0 0 0 0 0 Appl. ® 1200 0 0 0 0 0 0 17 Subtot RSH Gain-7+8..+12+16 1714 529 235 18 Duct Btuh Gain 10% 171 10% 53 10•/ 23 19 Total RSHGam-(17+18)•PLF 1.00 1886 1.00 582 1.00 258 20 CFM Air Required 90 110 24 34 9 15 Printout certified by ACCA to meet all requirements of Manual J Form 4J4 I VI 10 or; V A:(. Ul 6LbR Y. I= FA' W\ - Nbolf flip 200 Ia.KI. ICU 1 2 L12x1. •b I i I 8)(4 I a - - ' A iqh POIZ O VA i t + Jk !1ruJ _ ^::.r,•rp....q yt 1 •_ , .(r: - 4 . Y' 1 •I ' pry, -• fit. ': • ,! r, S 1y j Me 43 t e:r 4'i a, : •,+ a-..< u,y .r, ;{%s s 1 y tt+ Nook 4, 1 x yam. r. '' .'.V lxi JX.t r ;,,, , 1 •' .: 1,i t iiJCl'Z•0 , Ito t f. bg VL . ,,: ' i 1:4a F ^I` ,,` ti' + , I V ^ r : % 1' 1 f<f i • r. by { r • _ . lw I ' iJt 711n I'y 1. b i. -/,{ [i•{ r i •.. :.l r fY,Ayii 1i •+i •. ":i-lf rf } /s,,. ii `F,. _ t•.i• 1 . t'.f ice,{". i•i' , 'SI n•,Cfq,%•.11)j 1 , ,: • _. fliil.F,t t'nr.J7 .yf' :i } _ T,7J.3`. tv / `jT j. y, I •Av:4 • +-E ly 4 1! ; r • 2 V c JL r{vCRy, y i. 1'ti I,.,, A In jl'ff. J t,8 i r ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WtNDOW FLANGE k W000 BUCX CON CRETE OR WASONRY OPENNG BY OTHERS EXTERIOR FINISH BYOTHERSPERIMETER CAULK BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER EXIE8I0B WINDOW HEICTFLANGE TYPE SILL FRAME SILLPERIMETER CAULK BYOTHERSam AS REO'D SEE NOTES) INSTALLATION ANCHOR BUCK WIDTH 3/ 16• CIA. TAPCON 1/ 4• SHAY SHOWNFLANGE TYPE SPACE MAX. CAULK BETWEEN WINDOW FRAME WOOD BUCK k JAMB MASONRY OPENING BY OTHERS 1 1/4• IL IN. EMBEDMENT 1/ 4• SHIM. SPACE MAIL ONE BY MOOD BUCK BY OTHERS 1 1/4• MIN. I EMBEDMENT SHIM AS REO'D SEE NOTES) 40 CONCRETE OR MASONRY OPENING BY OTHERS G INSTALLATION ANCHOR 3/ 16• CIA TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW NOTN WAVY OPENING BY OTHERS EXTERIOR CAULK BETW H EXTERIOR MiNDOW FLAN FINISH WOOD BUCK BY OTHERS SECTION 2 WINDOW WTH. I A B C D E WINDOW HGT. F G H I. Q \ n Q V CAULK BETWEEN WINDOW FLANGE k PRECAST SILL WITH VUL(EM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 CENERAI nDTES: 1) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE IIW STACK TO BE 1/4% 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6053. 3) USE LATEX CAULK BEHIND WINDOW FIANCE AT HEAD k JAMBS. SRC. MUST BE ATTACKED TD THE SUBSTRATE WITH VULKEM 116 ADHESLVE GULP OR APPROVED EQUAL. 43 APPLICATION Or VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTIMER' S RECOMMENDATIONS. 5) USE LAID( CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS TKK*(6S MAY VARY PER THE REQUIREMENTS OF ASTM E13M CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS 5 ALSO QUAUFMD. 7) GENERAL ALUMUNM'S 1"0 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES EO THE 1540 INSIRATING CLASS SINGLE HUNG SERIES. SILL STOOL BY OTHERS BUCK HEIGHT1- fI ELEVATION VIEWED FROM EXTERIOR M. iTR+AL/v wF Lp JP p. MA. R-0-A—F. a4l iC F!!\ Ul• ll C t OF R 1CN'.Lri: . GL' NE AL AL urTl/J vM wr A v% RR FTT.F. $ '= COMPARATIVE ANALY51 ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIOTH/Ho fT CXTEIaam INTERIOR HEAD JAMes u u,n:xe n w p G t3 tf ,n X 31 3n a7f a F.G t4 to ,n X 50 6n• 59 50 p F,G va 54 54 FG 14+5 If In X 55 6/6 2 2 p F.G 15 1f ,n X 53 45 45 B F,c Ii 1 11 11. X 72 40 40 rc Ina e IH3 26 ,n X U 3/6 sl 51 p F,c 1144 x6 ,n X 50 6n M M a F,c I H4+4 26 1/7 X 54 6n 47 42 B F,c I H445 26 ,n X 55 6n 41 41 p F,Q 1R5 ims26 ,n X 63 6 in X 72 40 40 40a F.G FG30 1/7 a 2 B G 3OX3 30 to X 36 7/6 N 44 a C V. 3OX4 D ,n X 50 6n 40 40 a F.0 J014+ 4 30 ,/F X 54 A 40 40 p F. 3OX445 30 ,/f X 5f 6n 40 40 3= 5 30 ,n X 13 40 40 oB F.G c22 37 a 211 31 51 a G 23 37 X 35 3A 40 40 a F,G 74 37 X 50 6n 40 40 a F,G 241. 4 37 X 54 6n 40 40 B F,G 2" 3 37 X 55 S/6 40 40 B F,G 25 37 X 63 40 40 B F,6,HJ f 37 X 72 40 a 46 B G 4a X 36 >A40 40 B F,G A84+5 4a X 50 3n 40 40 BF.G 4a X 54 6/f 40 40 B F.GHJ 4a X 55 6n 40 40 a F.G.HJ 4863 48 X 93 40 4040 40 B pF,G.HJ 2 Ina f 45 45 a F,c 33 53 1/6 X 35 an 40 40 a F,C 3a 53 In X 50 6n 40 40 a F.G.HJ 34+ 1 53 1/9X 54 ya 40 40 B F,c.HJ 34 5 53 In X 55 &A 40 40 B F c.HJ 3. 5 S] to I 97 40 40 a F.C.H. e 33 , X 72 40 40 a F c I eat 1) WIERE WATER RESZSTANCE TEST REQUIREMENT OF 152 OF OESCN LOAD APPLES, POSITIVE DESIGN LOADS BE U14TED ro PSI' IN AMEN TEST PRESSURE OF PSF ACHIEVED a TEST - AWILLLL An ON RAMmUSE7/16• CIA. iA 2) IN FLANGE FIIMIE WtHDOw N CONCRETE DR WBCQwIYINTOOPENING IONS OFSUFTIOE7NTlfONCTHroPROVDEWN. 1-1/4' C6®[OMD4i INTO SUBSTRATE AT LOCATIONS N O sHK7Wma+ aAr1r. SHOWN3) SEE EU17VATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL fe SCREWS OF SUFFICENT LENGTH TO PROVIDE 3/4• WIN. EMBEDMENT INTO WOOD BUCK AT FACTORY ALLOTHERAPPLIED WSTALIATKNI HOLES. 5) IF EXACT WINDOW SZE IS NOT USTED IN ANCHOR CHART. USE ANCHOR QUANTITY USTED LOTH NEXT LARGER 92L FOR THE APPROPRIATE DESIGN PRCSSI REOV. W A MAwk 1DDI V. Cruby U• Cat11116, IC 75006 • FD. In 819022 •6a56A R 7Ss11 1, 4,4R0 X1Xa.r,wH ASSEMBLY DRAWING SERIES 1440/1540 ML SINGE HUNG WINDOW I Im. ImlaxzvH I n I - I _ 1 10/26/01I- I PREPAIIlD IM: PImLCT TECa01.= CO"- 230 IMOUMTIQ( r - SUIT[ = W[A7140R. RDICOA 37744 N4XQ 407 6 -*M' n CAULK BETWEEN WOOD BUCK W MASCNRr OPENING By OTHERS ONE By WOOD ---\ BUCK BY OTHERS CAULK BETWEEN OOW FLANK[ WOOD BVCr. S T.C. 81 07HERS PERIMETER CAULK BY OTHERS GLAZING WINDOWHE1GnI EATERIOR RERIMETER CAULK BY OTHERS INS I ALLATIOI ANCHOR 3/16' d. IAPCOH BUCK VADTn M SHIM SPACE SHIM AS REO'D CONCRETE OR MASONRY OPENING SEE NOTES) I EMBEDMENT Br OTHERS I SHIM AS REDD FLANGE TYPE WINDOW FRAMEdnq:jl BETWEEN SEC NOT JAMB W000 BUCK • WOODS., OR[N.G BY OTNCRSI` GLAZING d 1-1/A- EMBEDMENT IANCHOR 3/ 16- dIA IAPCON a A SHIM SPACE C XIEFOOR ONE BY WOD BUCK BY O1nCR5 CAULK BETWEEN RE RIMETER CAULK J VANDOW FLANGE 8, OWRS WOOD BUCK WINDOW w1p fH CONCRETE OR MASONRY GC TYPE WINDOW FRAM[ OPENING SECTION 2 BY OTHERS itUCCO Z COMPARATIVE: ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE ( INCHES) CAPACITY IN PSF LOCATIONS 01r / HEIONT EXTERIOR INTERIOR HE AD JAMBS 12 , EO AO 56 D 17 x 77 AO 56 C OCI.G 16 1I 616 AO 106 C 2A i 4 69 i JI 2• . A0 O55 FHH,,IGG0 As A. 5 B51 2• X 36 AO 0 A.B F.G N7 O Ae D.00 i6BAOAOABGDEG 72 AO 0 a2A D Ei,G 32X .B AO A.8 O.E.f.c 36 x 0 0 40 8 O.E!.G 36 x 8 AO AO A.B D C,f,L x 72 AO 0 B E,I, 6 B x 2• 0B 0I I,G 0 8 X A80 0 0 A B O,C.F.G 8 x 60 0 B 0ErG 64 x 24 0 0 AO A. F.G 72 X 38 0 AO AA r G 7 x 60 AO AO A.8 0.CI,G 73 x 16 AO 0 A.8 H I HEADER BY OTHERS CENTRAL FLORMA B.O.A.F. BUCK WnNDOw MANUFACTURER NAME: EIGHT W TH FLANGETYPEWINDOWFRAME SILL Q 4 Q A C Wj GFJJ! RpL AWMINUM f. F NFRM NOS. MAMR FM '• 1) SHIM TEAS REO' D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM WA. ALLOWABLE E SHIM STACK 70 BE 1/4'. 6063. 2) WINDOW FRAME w7ERWL: ALUMwuu ALLOT 3) USE LATEX CAULK BEHIND WINDOW' FLANGE AT HEAD k JAAIBS. SILL MUST BE ATTACHED 10 1 THE SUBSTRATE WITHVULKEY116ADHESIVECAULKORAPPROVEDEOUµ. A) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATE, CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY WARY PER IHE REOUIREMENIS OF ASTu E1300 CUSS CHARTS. 7) WHERE WATER RCSISIANCE TEST REOLAREMEN7 OF 15% Or DESIGN LOAD APPLIES POSITIVE DESIGN 10 400 PSF DUE TO WATER TEST PRESSURE OF 6,0 PSF ACHTEVED IN TEST WINDOW H LOADS WILL BE LIMITED 8) INSTALLATION. FLAAIGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16dA HGT TAPCON ANCHORS OF SUFFICENT LENGTH TO PROVIDE MIN 1-1/. EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART 9) SCE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /! SCREWS Or SUFFICIENT LENGTH TO PROMDE 3/._ um. EMBEDMENT INTO WOOD BUCK APPLIED INSIALLAnON HOLES, IF FACTORY APPLIED HC:ES ARE NOT PREY!•7. AT ALL OTHER FACTORY F8SCREWSSHOULDBEPLACED AT MAX 6- FROM CORNERS t uA.. 2•- O.C. 11) If E.ACI —Dow SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTIT' LISTED WIN NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D 12) GENERAL 1A50 SERIES PICTURE WINDOW IS SHOWN. 1HIS PRINT ALSO APPLIES T: THE 1550 SCPQS F G MARBLE SILL STOOL BY OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE 8, OTHERS g PRECAST SILL WIN WLKEu 1.6 ADHESIVE CAULK OR APPROVED COUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR 0/ u' DL 'o•tt 1001 W. CroR>1 C. • Curdbn. 11 7= • I.O. 8o, 81022 •Oc0a1. 11 75)BT aA c IKtnI.Ia INSTALLATION [,- TAIL - SCRIES 1450/1550 F_ANGE PW fW Nam• . 6 A• 1 -' LT BB N/A CIA,. I; CK .1rL(I Wva le;. I. [cN _ I D1 : 'I110. D B I G[ PI SHEATHING CAULK BETWEEN FIN BY DINERS y SHEA7ING Sou AS REO'D SEE NOTES) FB INSTAL ATIQN ANCHOR J 1" YIN. FIN HYPE 5CREW SOWN (TYP) —1 EMBEDMENT , IMP FRAwC Cx TERIOR JAMB fw15N 2 x WOOD BY OTHERS BY OTHERS I^ PERIMETER CAULK Q6rOTHERS FB LNSTALATION ANCHOR SCREW SHOWN (IYP.) 2 X WOOD BY OTHERS CAULI' 'ETwEEN SHE, dM FIN BY 0..._d5 I MIN EMBEDMENT FIN TYPE WINDOW- I SHIM AS REO•D.— Y7 FRAME HEADER (SEE NOTES) \ SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH FXTFBY OTHERSRIREXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH. y I ANCHOR (TYP) 0 0 oll o j o FIN TYPE ' 1 WINDOW SILL STOOL 0 / 0 2FRAMESELLBYOTHERS24' OC MAX. (IYP.) O O WINDOW EOVALLY SPACE HGT. o 0 ANCHORS (IYP.) O / O PERIMETER CAULK BY OTHERS SHIM AS REO'D o _ SCE NOTES) o 0 0 0 0 6M Al Tro.) e SCREW INSTALATION 2 X -DOD ANCHOR SHOWN BY OTHERS IYP.) j L6- MAX. (TYP.) CAULK BETWEEN WINDOW rw h E L E VAT I O N EXTERIOR SHEATHING ay' o HERS EMBEDMENT VIEWED FROM EXTERIOR SHEATHING SECTION 1 BY OTHERS L1 , MAMiTFAC T1TA ER I3A?ff C, EANPRAI /}LUrt17NUM MASTER FELE ## 3 -- COMPARATIVE ANALYSIS @ ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF 18 SCREWS NO OF 0090 DIA NAILS SIZE ( INCHES) CAPACITY IN PSF REO'D w FRAME REO'D. IN FRAME MDT -/ HEIGHT EXTERIOR INTERIOR HEAD S&L 0-EA JAMB HEAD Sal IV EA JAMB 16 a 30 109 log 2 2 2 1 3 16 a .0 63 e3 2 2 3 1 2 3 16 a 50 63 63 2 2 3 1 2 3 A1. 1 30 e6 66 2 2 1 7 10 0 73 73 2 2 J 1 7 10 a 50 59 2 7 7 7 7 a 9 2 7 2 2e X 30 5 2 2e a .o e2 52 2 2 3 1 1 26 a 50 f 6 2 2 3 2 1 130 X 3o 52 2 2 2 7 30 . 0 9 12 92 2 3 2 2 i 305o 3 3 2 2 3 7 7 a 2 2 2 2 35 a 30 T 1 2 36 • . 0 0 0 3 3 3 3 3e a 5o 0 0 3 3 3 3 3 3 3 3 3 5 0 + 3o D 7 0 X .o o D o3 3 3 3 3 3 0 X SO 40 0 3 3 3 3 3 3 3 3 3 5 1) SHIM AS REO'D ADJACENT To EACH wSIALIPTION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/. . 2) WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASIM E13DD CUSS CHARIS SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO QUALIFIED. 6) WHERE WATER RESISIANCE TEST REOUXIEMENT OF 152 OF DESIGN LOAD APPLIES. POSIIIA DESIGN LOADS IILLI BE LIMITED TO 100 PSF DIJE TO WATER TEST PRESSURE OF o0 PSF ACHIEAD - TEST. 7) INSTALL AXON: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH IWO BY WOOD STUDS. USING 0090 IN. DIA NAILS OR 16 SCREWS OF SUFFICIENT LENGTH TO PRONDE TIN. I' EMBEQNENI INTO SUBSTRATE. e) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANINY LISTED MIN NEXT LARGER SIZE 9) GENE AI ALMMNIUM'S 11.0 SERIES SINGLE HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE 19.0 SVL. IING GLASS SINGLE HUNG SERIES 1001 W. Ge6T Rd • CwO.n. T1 7500E • F.O. I.. RI9022 • DA.L 11 75 o• c aulW+o- ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW Bo N A can an "w 9* M REWyb. Ea _ n/OS/01 B GEN- 0073 SHEATHING CNIICO-1-7 IT OTHERS CAUIx ICHIND rIN xIC"OR r INISHITOTHERS PCRIKTER CAULK- IY OIKRS rim TYPE WINDOW FRAME HEADER GLAZINGSEENO TEST EXTERIOR FIN TYPE FRANC Sit PCRIHEIEI 2, OTHER EXTERIORFINISHtIOTHER CAULK II SNCATwIK_ tT DTHCRS SECTION 1 vlNpOv vID1H 1/.' MAx $ Hlr SPACE 2 X IY vODD tT ORHCRS SHIM AS REO'D 2 a WOOD BYDINERS rIN TYPE -.NDw 8 INSIALLAT ION fR.HE J.MI 1 ANC NCR SCREW I, SHIN .S RCO'0 GL •IIRNG EXITED CNI SEC p7CSR I, •' MAa. SNIM SPALE; WINDOW HEIGHTWINDOW, HEIGHTL CO' D L SHIN SPACE I INSTALLATION CHOR SCREW 2 x WOOD IT 0IKRS EXICRICR PERIMETER CAULK 11 OTHERS B INSTALLATION Eai[ RIOR .N NOR SCREW FINISH BYOTHERSEAULN BEHIND FIN SECTION 2 SHEATHING IT OTHERS N. COMPARATIVE ANALYSIS & ANCHOR CHART viNau DESIGN PRESSURE NCI Or .B SCRE IJS NCI Or Ong CIA MAILS SIZE INCH[ S> CAPACITY IN PSr REQUIRED IN FRAME RCOUIRED IN rRAME VIDTH/ KIGH C.TERIOR INTERIOR HEAD L SILL EA JANB HEAD L SILL 1 CA JAr: 20 30 0 0 2 2 2 2 20 X 40 0 0 23 2 2 20 a 50 NO 0 2 2D 2 20 . ] 0 0 0 2 2 00 .0 0 0 2 J 2 30aSo0 60 0 00 2 2O 2 0 X 10 0 2 40 x 40 0 0 J D J 40 x SO 0x0 0 J D 3 S 50 . JO 0 IT 2 SO a 40 SO DO 0 00 0J JJ 4 SO 60 0 0 J S 1 0 CENTRAL FLORIDA R.O.A.F. MANUFACTURER NAME; CEA/ ERdL Ai UM'1yVt/ MASTER FILE # tIDlu' ITPOSIITTIWE iDESIfN ERILOAAN TEST WILLBER L, 1TCD TO -REKENTOr OSPSr DUE STO AIER APPLIES. PROS SIRE or 60 PSr ACME VCD IN TEST. W 2T IN$IALLATIDN FIN fRA WINDOW IN vO FRANC OP[N1HG II vOlOD STUDS USING .B SCREWS SUFFICIENT LENGTH TO PROVIDE KIn V INTO SUIS TRAIL OR OD99 IN DIA NAILS L IF Ca ACI ""DOW SIZE IS NOT LISTED IN ANCHOR CHART. USE OUANTI7Y LISTCD 2 WITH KxT LARGER SIZE. S. I. AS REO'D ADJACENT TO EACH INSTALLATION ANC14P WITH LOAD SEARING SNIM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK 70 BE 1/4'. ANCHORS II TP) SR WINDOW rRANC NATCRIAL. ALUMINUM ALLOT 6063. 6R US LATE- Cµ - ICMINO WINDOW rin AT HCAD. SILL L JANIS. 7) USC LAIC. CAULK rCIR PCRIKICR SEAL AROUND E.TERIOR Or WINDOW FLANGE. 81 GLASS THICKNESS MY VARI PER REOUIRCNCNIf or •STM E13M GLASS CHARTS SIN( FC (FAZING IS SIQvN, INSULATING (LASS ALSO OUALIr ICD. 91 GENERAL ALV(INUI(S ODI) SC RIGS PICIURC WINDOW IS SHOWN THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW i' HA. (TYP) 6' MAX (TYPJ ELEVO VIEWED FROMM EXTERIOR ONI 11 VOOD t!Q S CAULK I[Tv[E" KKK BT 07HERS 1) SHIM AS REDO AT EACH INSI+LLA71ON ANCHOR USING LOAD BEARING S"1M MAR VWD BUCK L ALLOMABLE SNw STACK TO BE I/• . T,ASORI OPENING 1I D1HERS INSTALLATION ANCHOR 3116' D1. I.PCON NOOW FRAME MATERIAL- ALUMINUM ALLOY 6063 t) USE LATE. CAULK 8E..0 r 00- FLANGE AT HEAD. SILL & JAMBS. USE LATEX CAULK FOR PERIMETER SCAT AROUND EXTERIOR Or WINDCaa FL"C. SHIN AS Ri0'D 5) CLASS THICKNESS —I VAR+ PER IHC REQUIREMENTS OF ASIu C1300 GL.SS CHARTS. CAULK IETVCEN VINOOv ISEIE NOTESI GI DCSIClY vR[SSURE CAPACITY Or vINDOv L INlITALLAIION IS LIMITED % •00 PIr. FL wGC L vWD TUCKA 71 FOP IMSIALLAiIO+ Dr FLANGE FRAME VINDO S IN CONCRETE OR HASWT OPINING. USE D/16' DIA 1APCO1 TYPE ANCHORS Or SUrr ICICNI LEMCI. TO PROv1DE +IN I-1/.' ONCRCIC EMBEDMENT INTO SUISIRATE PLACE ANCHORS 6' MAx FROM CORNERS L 24' OC MAX ICL E. HASOhEMIMG \ HA DINE O Q 1-I/•• MIN B, IUILD WVN AROUND CURVED PORTION Of WINDOW FRANC TO IC ENGINEERED IT D1HE4S, DD ET,BEDHE NI IUILD DOvN NLS7 IC Or sUrrIC11.1 SIRCMCT" ID ADCOUATELY iRwSTER LOAD reEN vim DOv TO THE SIRUCI RC 91 ELEVATIO.i Slav COvaN COW IFL,R. 110"S 11 IS 101 INTENDED TO 0-11 USE OFTHIS T 11.• MXx PRODUCT TO THESE IVO COWIGURAIIONS. THIS SHEET APPL ICS TO ALL CONFIGURATIONS i SHIN SPACE 1NAI CAN BE MAN1f ACTURCD TROT, INE 1450/1550 SERIES DESIGNC4 rIHCD WINDOW IRAHING STSICM. CxiCRIDR fInISH CENTRAL FLOREDA B.O.A. F. IT OTHERS MANUFACTURER NAME: PERIMETER I CAULK 1 ':CAIER,+L /ALL!1HINLIH V NnGC TYPEVINDOMrRA.E 1\i A CrBT}TD L Ei L• lIl!'i71G11 Y'ELE HEADER SEE RCG S, fLi f01[U vINDOv Ex TCRIOR BUCK HCIGMI HEIr.1 SHIN AS REO'D SSEE NOI CS, flwGC "PC vINDOv (RAMC SILL If OHERS* vWD BYRO,.S CAULK SHIN SPACE EXTERIOR FINISH J d IT OTHERS a CAULK BCIvC(N VINDOv FLANGE L vppD BLEK II I-- MIN J EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MXSW' OPENING 3/16' DIX TAPCON 1, DINERS CAULK BETWEEN MOOD BUCK L MASONRY OPENING By OTHERS SECTION i I WEIGHT I I HEIGHT 2 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR e-1 n 7_ 7i-R- Ar F S . 1B[t VII1M— N Sn Sv[( S[ HIM AS REO'D I -I/•' "IT, C N41(S) CM?ibNENi v I.NGC FRAM CAUL_DOD LICKZETEE- vlMpOvFRA_DOD SLICK L yN1 I MXS'Y OPENING 1, DIERS r Q INSIALLAi1pN ANCHOR SEE - DIES, O 3/16' DIA TAPCON ONEIT VOOD PCRINCICR CAULK NE "KITDIRSB, OTHERS CANix HET ' EXTERIOR FINISH AmGE vINDOvrL"ri 1, OTHERS VWD BUCK W. W VIDIN --.- COGRI TE OR MASORY OPENING SECTION 2 IT OTHERS WINDOW HEIGHT 1 2 I J WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR T' i IMI I r'— Rd • Caril9L 7E 75M -P.O. 1., 1170E7 •Ddlct. lY 75511 a• VIw TxuT A'* INSTALLATIONDRAWING ONE BY RUCK SERIES ) 450/1550 DESIGNER PICTURE WiNDO': p• v. 1 [C I tC•A[ HB N/A IaT.+ L.IS S.T. —"; A` I i[" 3/20/02 B I GEN-^2` SHE A TNwC BI CTHER' CAULK B' EXTERIOR r BY OTHERS PERwE TER CAVIA BYOTHERS11 TYPE FRAMEHECL ZINC (I SCE NOTES Iw TYPE _/ FRAMESILL / PE RI.IETER CAULK --/ BY OTHERS AB nS7µLATION J ANCHOR SCREW (TIP.) E A TER:OR FINISH BT OTHERS CALK BEHwO FIN - SHEATHINC BY OTHERS D U7WN T. ERS NSIALLATION NOR SCREW (TIP ) SHIM AS REO'D SEE NOTES SHIM SPACE J 7 DOW EIGHT1/.• M.X. SHIM SPACE SHIM AS REO'D SEE NOTES 1' WN \— 7 A FR A.ING EMBEDMENT BY OTHERS SECTION 1 IyDy: 11GESIGN RE SSUR[ CA'AOTY OF ..DO. • INSTALLATION IS 400 PSE 7) INSTALLATION OF nH FRAME wNDOw IN WOOD FRAME OPENING WIN TWO BY WOOD STUDS. USING OC99 IN DIA NAILS PLACE .091 NAILS 6' FRG, CORNERS AIAA • C_ OC LAX BETWEEN 31 TOR INSTALLATION OF FIN FRAME WVIOOW w WOOD FRAME OPENNG WITN IWO BY WOOD STUCS. USwC AB SCREWS OF SUFFICIENT LENGTH TO PROVIDE . w 1 INi.9ED.EH7 w70 SUBSTRATE PLACE SCREWS 6' MAX, FROM CORNERS 4 3.- CC WAX BETWEEN A) Sr AS REO'O. AD:ACE%T TO EACH INSTALLATION ANCHOR W17H LOAD BEARING SHIM MAX ALLOWABLE SHIM STACK TO BE 1/4', Dow FPAME MATERIAL ALUWw17M ALLOY 6063 E.; USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL M JAMBS 7) USE LATEX CAULK ;OR %ERTWETER SEAT -AROUND EXTERIOR OF WINDOW FLANGE. B) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM ET300 CUSS CHARTS 9) BUILD OOWN AROUND CURVED PORTION OF WN.00W FRAME TO BE ENONEERED BY OTHERS. BuID DOWN MUST BE OF SUFFICIENT STRENGTH 10 ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE 10) ELEVATIONS SHOW COMMON CONFIGURATgNS 17 IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FRO. THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDON FRAMING SYSTEM. CENTRAL- FLORIDA B. O. A. F. MANUFACTURER NAME: 47FVER;; il A4IiMIA/IIA4 ASASTER ' FME # a i WIDOW WOrH wNDOW ro( EIGHT2 0 Fes' ELEVATION VIEWED FROM EXTERIOR i SmWSPACELTWO By FRANNC SHIP A5 REO'D BT OTHERS FR TYPE FIXATEJAMBt' uw EMBEDMENT T SEATING JBT07NERS4ACING ( fYP,) CALILK 8EN10 FIK SEE NOTES EXTERIOR FLINTS. BY OTHERS EA RIOR AB INSr ALLAnON ANCHOR SCREW (TIP.) WINDOW OTHPERIMETER CNuUK BY OTHERS SECTION 2 r+ WINDOW wOTH -. wNDOW HEIGHT2 1_. dIwj ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK L MASONRY OPENING 01 OTHERS ONE BY WOOD BUCK BY OTHER µIXKBETWEEN WINDOWFLANGEWOODBUCx CONCRETE OR 0, OTHER OPENIHGO CXTER.OR FWISNJ BY OTHER PERIMETER CAULK) BY OTHER RANGE TYPE RNDOW FRAME HEAo[a OWHEIGHT EXTERIOR FLANGE TYPE NOON fRAu[^ SILL \ PER, -[TER CAULKBYOTHER r W51ALLATION ANCHOR 3/16' OIA IAPCON SHW AS REO'D SCE NOTES) I Ip- uR CNBCDMC 7 L I/ i SHIM SPACE MAX BUCK HEIGHTBUCK MDIH FLANGE TYPE 1/.,Swu WINDOW fRAME--'--,,,PACE MAX JAMB ONE BY ROOD BVCK 9, OTHER / EU EDUENT SHn AS REOTI SEC NOTES) D CONCRETE OR MASONRY OPENING By OTHER INSTALLATION ANCHOR 3/ 16' OIA TAPCON PERIMETER CAULK BY OTHERS Q CAULK BEIMEEN WOOD BUCK L WINDOW WIDTH I MASONRY OPE.-C By OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLAHCE 9T FINISHOTHERWOOD - BUCK SECTION 2 ANCHOR ( 1YP,) H J K WIN HE PRE CAST9Ll v Q a BY DINERS CAULK BETWEEN WINDOW FLANGE S PRC CAST SILL WIN VULKCM SECTION 1 Ili ADHESIVE CAWK OR SCHNEE5D MOREHEAD6OADHESIVESEALANTNOTES,' DOW GMTB IGH11 A DOW 1) SHIM AS REO'D AT EACH INSTALLATION ANCHOR PATH LOAD BEARING SHIM, MAX ALLOWAELE SHIM STACK TO BE I/A- 2) WINDOW FRAME MATERIAL -ALUMINUM ALLOY 6063 31 USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SNLL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOuAL APPLICATION OF WJLKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAO SSW ADHESIVE CAULK AT FRAME SrLL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAT VARY PER THE REOu1REuCNTS OF ASTu E1300 CLASS CHART SLNCLE GLASS IS SHOWN. INSULATNC CLASS IS ALSO OUALLFIEO 7) GENERAL ALUMINUM'S 1460 SERIES MODIFIED SLIDER IS SHOWN THIS PRINT ALSO APPLIES TO THE 15L0 SERIES MODIFIED SLIDER INSULATING GLASS 6) DRAWING APPLIES 70 RS1ALLA Tom OF fLANCC FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE A/ 16- J• I -CON ANCHOR OF-11-CIEN7 LENGIH 10 PROWDC WIN 1-1/4 EMBEDMENT INTO SUBSTRATE 1LOCA110NSHOWNONCHART. 5) SEE CLEVADONS FOR KEY TO IAPCON LOCATIONS 10) INSTALL 16 SCREWS a SUTfIC1EN1 LENGTH TO PROWDE 3/4' MR EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED WSTALLAIIO. HOLES WHERE TAPCONS ARE REO-D 11) IF EXACT WINDDW SIZE IS N07 USIED w ANCHOR CHART, USE ANCHOR OUAN1111 LISTED M7H NEXT LARGER SJZE. ELEVATION VIEWED FROM EXTERIOR COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW, SIZES DESIGN PRESSURE IAPCON ANCH0.4 LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME W OTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H.K A.G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H.K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 1 40 H.K I A,B.F.G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A.G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 X 12 40 73 H,K A.G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 It 48 40 40 H,K A,B.F,G 60 x 55 1 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 8,C.D,F,G CENTRAL FLORIDA R. O. A. F. MANUFACTURER NAME: MASTER FRJJE # 8 INSTALLATION DWG. MASONRY W/ ONE BY SERIES 1460 MODIFIED HOFhZON7AL SLIDER ni as C•D/A o• TccI F. 3/20/02 a .w• •. oc1 rtcrNn• Ns :W-rt..o-N ... RAn :1...1.AT...IAK. Mr • •ov 1aN Nn-eaF ok? SHEATH.INC CAULY. E-'—v EN FIN By OTHER SHEA.,NC 1 MIN 5 SCREW WSTALATION 'j EMBEDMENT ANCHOR (TYP.) 2 x FRAMING E XTERICR FINISH E: OTHERS BY OTP.ERS ERIVETE3 CAULK 1/4- MAX' BY OTHER rSHIM SPACE F:V TY=E / wNDC W J/ SHIM AS HEOF:.AME HEADER SEE NOTES) WINDOW HEIGHT c XT RI R Fw TYPE II II FRAME SILL—,7 SILL STOOL BY OTHER SHEATHING 2 x FRAMING 1 Bt OTHER By OTHERS 1 CAULK BETWEEN 1/A MAX)I SHEATHING & FIN MI4 A RFO"D SHIN SPACE 8r OTHERSSEENTES) FIN TYPE 1•MW WINDOW FRAME 'EMBEDMENT JAMB T 8 SCREW INSTALATION ANCHOR (TYP.) WINDOW WIDTH E%TERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS SECTION--? 6"MAX.(7YP) - EOUALLY SPACE ANCHORS (TYP. O HEAD, S h JAMBS) PERIM-TER CAULK,/------- 1 1//" MAX FBYOTHERSHIMSPACE SHIM AS REO'D IB SCREW INSTALA TION SEE NOTES) WINDOW ANCHOR (TYP) HEIGHT 2 X FRAMING BY OTHERS x TE: OR FINIS" pY C- HERS CAULK BETWEEN WINDOW FIN & RHEA--9NG SHEATHING 3Y C"HER 1" MIN. EMBEDMENT SECTION 1 NOTES' 1) S-I' AS RE_'D. ADJACENT TO EACH INSTALLA-,O. ANCHOR PATH LOAD BE.RING SHIM MAX ALLOWABLE SHIM STACY TO 2E 1/4; 2) w:.DOw FRAME MATERIAL ALLOY 6063 3) UEE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL @ JAMBS USE LATEX CAULK FOR PERIMETER SEAL ARCJND EXTERIOR OF WINDOW FP AYE. 5) G:ASS THICKNESS MAY VARY PER THE REOUI°EVENTS OF ASTM E1300 9•.CLE GLAZING IS SHOWN. INSULATING GLAS? IS ALSO OOALIFIED. 6) O?tMNG APPLIES TO wSIALLATION OF FIN FRAME wN:DW IN WOOD FRAME DPENWG w-- Tw0 BY WOOD STuoS uSINO 0!9 w CIA N.:_S ;? /' SCREWS or SufrIpENTLE`•i-H TO PP:VDE MIN, :' EwSEDMENT wTo Su'-STR.:E y 7) If --!ACT Y.ND.W SIZE IS NOT LISTED PI CHART, -_E ANCHOR OU"TITY LISTED wiI- LARliR SZE 8) rf' E?AL ALUW NUM'S 1180 SERIES HORIZONTAL S. JE= IS S 0m. THIS PRINT ALSC Ac=. iS TO T-E 1980 INSULATING CLASS HORIZON.:AL SL'OER SERIES 1 2 ANCHOR (TrP ) uAz.(TYP) I WINDOW WIDHT ELEVATION VIEWED FROM EXTERIOR". 7 Q—LLOi COMPARATIVE ANALYSIS & ANCHOR CUANDTY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REDO 099 NAILS REO'D. INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT Y SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 2a 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 % 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 6 5 72 % 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 UNTRi1L 1FLOWDA B.O.J'1. . MANUFACTURER MOM: MASTER FRAE ## (1 Ica$ W. D.w U-c- L D rA06 F.6. 9.. IINZT•GIA It )SM1 INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 /1980 MJNrIED HORIZONTAL SLIDER EB I N/A u0. Yz L. E 0., aWsa 1. I 1DAT03/n/02 I GEv-0029 m INSTALLATION MULLION ANCHOR- ANCHOR MULLION ( TYP.) BRACKET ANCHOR BRACKET - CENTRAL FLORIDA B.0. MANUFACTURER NAMM WINDOW FRAME JAMB TYP.) TER FILE # q I 8 SELF TAPPING SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 SECTION A- A L—j EXTERIOR i. ELEVATION owc r,o: GEN-0452 6A P MULLION DIE NO. 1445 INSTALLATION a ANCHOR TYP.) SEE NOTES a ° a o # 2&#3 o --— v •— 1— 7 /8"A SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT HEAD c4C SILL. EAREA: NERAL ALUMINUM CORP. CARROLLTON, TEXAS VERTICAL MULLION INSTALLATION DETAIL MINUM TUBE MULLION, DIE N0. 1445 ORN: JSAPRvO: — — — — DATE: 3/17/02 SOME: MAIL• DWG NO HALF — — — — cEN—o4s2 oor o.xn - EOS-036! FAX 07-60`r 036EA PROWCT TECHNOLOGY CORP, 250 INTERNAOONAL PKMT. HEATHROW ROMA 32746 PHONE 407 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 d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 4 4• 5 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805MO I FAX 407 805MW CA020122 FEB. 19, 2002 02.0217 6A- r GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054)366 CA020123 FEB. 19, 2002 02-0217 Dw A-0-151 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A A A B 141 Q M-JLLION GCE N0. 1446 MULLION INSTALLATION ANCHOR ANCHOR BRACKET TYP.) 1 v SEE NOTES 2 & #3 SUBSTRATE 1-7/8"-- SECTION B- B CENTRAL ELOPdDA B. a. A r o MAN11.J8'ABC11 EXTERIOR ELEVATION - E MASTER FILE# 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL. ALUMINUM 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 IN'TALLATION DE TAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: JS APRw: ---- DATE:3/17SCREWSOFSUFFICIENTLTH. TO ACHIEVE 1-3/8" MINI EMBEDMENT INTO WOOD FRAMING. WT/FT: ---- SCALE: HALF MATL' DwG NO: PREPARED By PRODUCT TECMnOLOGT CONY.• l7U m -nnw nunw rn a.. .,.. •.. -• SHIN AS 4E'0' A D INSTALLATICN NC..-CP. SHEATHING (SEE NOTES) :6 SCRE•J By GrnEPS CAt"11 6ETL'EEN DOCK FLANGE TWO 3, WOOD L SMEATHING I OTH R'a 11 Y I I I V DOOR WIDTH SLIDING GLASS COOP, FRAME JAMB 1/A' MAX SHIM SPACE ' rtEmlDml ni STUCCOOR SIDING pY OTHERSLIDING GLASS 013R FRAME PERIMETER EAD CAULK BT OTHERS TEMPERED GLASS (TYP) DOOR firL T HEIGHT LO lDA _- _ SLIDING GLASS DOOP,FR SILL D I Y3 rMFNT r,5- MAX. SHIM SPACE NSTALLATICM "iriR TWO 3Y WOOD 1-1/6 MIN at GTME;S EMBEDMENT R6 SCREW TIC. IT WW1 1 OTHERS CAULV RETvEEN ESTHIGP • SLIDING GLASS DOOR SHIM AS REO'D. MOLD( STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREW TEMPERED GLASS CAULK BETWEEN TYP,) DOOR FLANGE L SHEATHING PERIMETER J — SHEATHING pr OTHERS CAULK BY TEMPERED GLASS OTHERS STUCCO (TYP.) GR SIDING 91 OTHCRS SLIDING GLASS DOOR INTERLOCK SECTION B-B SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS NOOK STRIP DETAIL 1-1/8• HIM. EMBEDMENT Ili [DOW MATERIAL. •LLNl ALLOY WAI 2H INSTALLATION SCREWS must tC or SIrrIC1CNT LEGTN TO ACHIEVE MIM CIKDNCNT m1-1/2 INTO NS 1A•CON iTPE INSTALLATION ANCHORS AT SILL NLAT K Or SS/rICIEMr Ill 10 ACMIEVE M:M EMtCDNGAT Cr I -VA• INTO NASOMIT CM CONCRETE. INSTALLATION ANCHOR CNARI ON IACX Or tMlf LHCCT. USE ONISILLCZED ACw%tC CALA[ MIND D" FLANC[ Ar mCAD L —31. sH .SE SILICCNISLD ACRYLIC CA . top PERINEIt0 SEAL ARQr.O ERTERIM OF TOM A) IF EIACT D®I SIZE IS NETS LISTED N Ar00) CNAT, VIC ANCHOR Ou•MSITT LISTED v1tM NCIr LARGER SIZE. FOR INC APPRE RIA" OCSIGN rRCSLRE REO'0. T) FOR ROe[CT ODme SIZES uSE RCiCit SIP -SS DOOR SICK L COCIFARTAifON TO rWSH[D O[N1NCA B RACE INf1ALLArID+ A/CHai. IN FRONT ; muOR STRIP AS S.0— RH GLASS THICKNESS T WART PC R REDAR(NC MIS Or ASTM CIDDD GLASS CHARTS 1H D"' L"T IS APPROVED USING 1CMPSwED LASS IN SINGLE GLAZED OR IMIll CLASS. ID) JAAI / StLL Cal ARE TO K SCALE] VITN A SMALL JOINT SCAN SEALER. 11H SHIN AS RCC0. At EA SEI OF IMS)ALLITION ANCHORS. NAI ALLOvARE SWIM SIACI Ia tE 12H ALL INSTALLATICN ANCHORS NlAT u -01 S C7(ROSIDm RESIf iAwT NA 1[AIALS 1]) C:N IGURAIIpAf EARC r S Lp••H$1il[ PANEL AND IFONANCHOJICHART ONSIKR [r[iFls NE:7 GviO I 1A) NOT ALL CONFITARATIONS LISTED AICvt ARE s c- ON THIS DRAYDO, NOVC•/ER DRKALLANON EXTERIOR E L E yr T I OI V SECTION' -•-•• 't-t• L H 1 STRIP =1•LL A.RY SO INSTALLATION OF ALL AMRT/CD 0. . G • _ _- - Corr 14RATICM 1 1-1/(, M!N. IL rLPAIDA CIIRuOERS TOM TiR{Cf S.:DDG GLASS OSJI IS S+OIrn TwIS MINT ALfo AAr 2f T7 S 2 PANEL DOOR SHOWN 2000 SERIES AND S00 SCRIES. D I LIBERALLY APPLY / CrL-1 C;NG LRADER SILL IORSET $ILL IN =ED !NSTALLAT;EN ANC dR . OF C 7(C:ETE 3/I6' ]IA. TAPCON SECTION A. -A. Ft 12002 DESCRIPTION I DATE I lNl F L 0 R I D A INT.RINC.KS SANFORD FL TITLE. SLIDING GLASS DOOR INSTALLATION V I I mi =O SCREWS DPAWN SY::2 I APPROVED BY: I ; ATE: Q.,-.1TJ; ISC LE: N 7 r ID-G 9CLEQl CDNCRE7L OR SHIM. -S Rr'C'L MASCN.RT OPENING SEE 14TES) BY C.rERS CAULK 2ETVCEN DOG) SLANG` L VOM C. CAULK DETVEEN PERIMETER FOOD BUCK L CAULK ST MAS'Y. OPENING BY 07MERS 07MERS 1 STUCCO BY QT)iRS INSTALLATION ANCHOR 1 8 SCREV (TYP. VHCRE — TAPCONS ARE NOT REO'DJ SLIDING GLASS MOR rF.AME SILL D A O D INSTALLATION ANCHOR 3/16- DIA. IAPCON INST. ALL •7 ION ANCHOR 9 SCREv (TYF. vMERE GNE BY vOOD 7APCL'NS ARE NOT REO'D.) PUCK BY OTHERS r 1 I"' MiN I EMBEDMENT I SLIDING GLASS T DOOR FRAME I/•• M.X. JAMB p SHIM SPACE roAll SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOORHEIGHT A N DER -TCRIAL. ALWME. ALLOT 6062. 21 1.1a). irPL IKSTALL•IID. ANCHORS TVS1 RE Or WfIC+CMT LC -GIN TO ACNIEAC MIL C1.ICOE-I Q 1-1/.• INTO "N"T OR CONCRETE. S) ALTERNATE TAPED. IKSIALLAIION AK1OK fRDrt TO IACA IN ALL rRANC MINDERS. IAPCO. Aa.p01 CHART (0. W. Q 7141 LCCI S, ufE IIL ICCPOICO ACRni[ CA . PCNINO DOOR rLANGC Al HE . L LA.IL U USC SIL ICD.I3CD AC TLIC C.IA[ fQ P[RIKiLt uti AROE.O EXTERIOR Q DCCR. 7) U EAACI ml IRE IS 101 LISTED IN ARAQ CKAR1• uSE ANCROU OWw1ITT LISTED v11N KKI LARECR SIZE. FOR TK APPROPRIATE DCsIGm PECSSIVE RED•D t) FOR POCXC7 DOOR SIZES uSE CLOSEST ITPASS DOOR SIZE L COKICAA1A110N 10 rINISKD OLCNIW, RAC[ IAKO.S. IN rROAI Q I R SIRE .S S Or A71GLASSTNICXP[sSAPPLIED ALES POT ECOUIRUCNTS Or ASTN II300 4•sf LLDjE10) ALL r-CICLRT.MUTE LEND .ELLS 1p1 DC RIK 5CO f N T•ICp. INTO V S.QA.D tt TILLED VI1N •t S:RL ALB ] Or S_IT ISNT LENGTH 10 Pe0A10[ NIK S/t• ENt[DKNT INTOGA -ZED O TUCKIIfml _IT 1S AP' s E 10 IC SEALO 4.SS IL NALLSIWAEJOINT SC a E LE.11NG GLASS13, )...1 I'IE COx1CRS ARE IO II SEALED VI1K • SL' A]NT SCM SEALER. nF;-- IZ) S.I. AS ALL- •I C• SET 7 INSBE L,NIIOIN LK.O1S LAw •LLL1/•RC SNIL •CAC[ 10 tt 1/•'. 1.1 ALL INS I LLL•T1O. .I% PC INST LC LADE ? C[RROSIb. RC::SIA1.1 N..0 RI.LS. IS) AKK •K' RE PRCSCNI2 .CARED (I.. AA KV C T D. fC Nif r I. PuK APPROVEDAIJTID.S AP{ AS LISTED DN DvC R [NANO ON W. INS iM I GREET. RU 1C7 ALL COCICAR.IID.S LISTED •roV[ .E[ s10VN a RATS DIALING. .CAC VCR INSi•LL•1I[M EXTERIOR ELEVATION SECT I[Y.S 7-P t NCO. STnP OE ALL APPLY TO INLi ALL.1ION or ALL .LMm',ED EMBEDMENT 2 PANEL DOOR SMOVN Cw O 'Os G 17) INGLSTALL DC ,•ICON IN EACH POP or!ACTOR, APPLIED LW.-ALLA710- 1CLES UNLESS NOTCD A 1-1/C' MIN p1KRVISE ON A.0 W CHART SCE S.C. Or 1NIS S)CCI. It) rLORIDA Ca NRUDERS 1000 SERIES SLIDING DL.SS DmNDA l ISLNILIS RILI .LLD wNPLIES TO A p - 200E SERIES AND 500 SCRICL REVI DESCRIPTION I DATE ]N] EXTRUDERS LIBERALLY APPLY _ C ALA. K ING UNDER SILL OR SET Sill IN BED INSTALLATION ANCHOR - OF CONCRETE 3/16' DIA. TAPCON SECT ION A -A 1/4' MAX SHIM SPACE 1 1/.' MOH. 1 — EMBEDMENT ONE By VQOD I BUCK By OTHERS CAULK B17VEEN V VOOD BUCK L MAST. OPENING BY OTHERS SHIM AS REO'D. SHIM NOTES) CONCRETE OR M-SONP. Y OPENING BY DINERS INSTALLATION ANCHOR 3/16' DIA. 7APCON SLIDING GLASS DOOR - HOOK STRIP I-1/ 4• MIN. IEMBEDMENT V V fC" L i CAULK 2E7VECN i r" VOOD BUCK L MAS'Y OPENING BY OTHERS CAULK SETVECN HOOK STRIP L VOOD LUCK TEMPERED GLASS T TPJ PERIMETER CAULK BY OTHERS SG. D. VIDTH INSTALLATION ANCHOR 3/16' DIA. -APCON Q CAULK BEIVEEN DODR FLANGE L VOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS G ONE BY VQOD — BUCK IIIOTHERS STUCCO BY OTHERS B.O. LFowERED GLASS SECTION B AL'rURER (TYP.) 1 SLIDING GLASS DER a v C S INTERLOCK MASTER FILE # HOOK STRIP DETAIL L O P I D A TNT. INC. $ANFOP.D FL. I I TITLE: SLIDING GLASS DOOR I I INSTALLATION WITH TA?CONS I DPawN BY - BB I aPPPOvED BY: I I 1 .....L-.:n i.: )n: I—.)r. N•Tc ..). ,- - T APCON ANCHOR. CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD b SILLI OUANTITIES IN EA. JAMB OUANTIIIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSi TO 61 PSf TO UP TO 46 PSf TO 61 PSf TO UP TO 46 PSf TO 61 Pif TO CONFIGURATION 5 PSf 60 PSf 70 PSf a5 PS: 60 PSf 70 PSf 5 P$f 60 PSf 70 PS 4069 x%, OX, x0 49 X 80 3 3 3 4 4 4 3 3 4 5068 xX. Ox. x 60 X s0 3 3 3 4 4 4 3 4 4 6068 xx, OX, XO 72 X 90 4 4 4 4 4 4 3 4 5 5068 xx, Ox. x0 96 x SO 5 5 5 4 4 4 3 4 5 10062 xx Ox x0 120 x 80 6 6 7( ) 4 4 3 4 5 I 15 ISosoXX, Ox. XO 96 x 96 5 5 5 5 5 4 080 xx % x 120 x 96 6 A 7 n 5 5 5 4 6 6 50100 xX, x, X0 60 X 120 3 3 6 6 6 5 6 7 60100 xx, Ox. XO 72 X )20 134 4 6 6 6 6 I 7 8 xx x x 96 x 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 x 80 7 17 9 (D2) 4 4 4 3 4 5 15068 OXO I81 1/8 X 8o 10 () 11 (DI) 4 4 4 3 4 5 9080 OXO 109 1/8 x lib 5. 6 4 12080 OXO 145 1/8 x 96 7 8 (D1iE 9-•SR) " zSR='! w`1= 15 4 6 6 15020 Ox0 18I 1/8 x 96 8 5 5 5 4 6 6 90100 OX IOS 1/8 x 120 5 g 6:.:•.t 6-: g,y:L DI) 6 I 8 IO 120100 OXO 145 1/8 X 120 7 9( c 6 7 (DI) 6 8 10 9068 xxx 106 5/8 X 80 g:: -,... 4 - 4 T A 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 : 4 3 4 5 506 xxx 178 5/8 X 80 8 1 4 a 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX lag 5/8 X 96 7 8 (DI) 9 02) 5I 5 5 4 6 6 15080 xxx 178 5/8 X 96 s 11 () 5 5 5 4 6 6 0 5 6 i I I201XXX1425/8 X 120 7 n ;) n 6 I 6 17 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 43 416068 OXXO1915/8.x 80 9 0 (DI) 12 (D3)4 4 4 3 4I HdUX%U b 7b b- 6 7 (Db12080 OXXO11+3 5/8 x 96 7 8 (D1) 9 (D2) 5 5 15 4 6I16080 OXXO1915/8 X 96 9 n ) 1a ( ) 5 5 5 6 100100 OXXO II9 ]/8 X 120 6 6 7 (DI) 6 DI) 6 E 10 119l I I I 17 I I I 160100OXXO5/8 x 120 10 (Di 13(04) 16 (D7) s6 6 DI) 6 8 10 t o XXXX ll/ 1/4 x 6 6 4 4 4 4 I I I I 14 I I 16068XXXX891/4 X 80 9 (D1) 10 (D2) 2(D4) 4 a 3 4 5 10080 xxxx 11 1/4 x lb b 6 7 (DI) 4 12080 XXXX 1141 1/4 X 96 7 18 (DI) 9 (D2) I 5 I 5 I S I 4 I 6 6 16080 xxxx 189 1/4 x 96 5 cD1> 1; ( 5 5 5 4 6 6 100100 xxxx 117 1/a X 120 D1) 6 6 D!) 6 s IO lcD! 00 xxxx lal 1/a x 120 I7 I16 6 (Di) 0 (D3)66 j77 (DI6 9 0 60100 XXXX 1^a9 1/4 X !20 iD (D2) 13 (nc 15 (D7) 6 5 7 (E1) io V FE 2 „12 Fc Z,( ANCHOR NOTES: 1) 1N SOME CASES TAPCONS ARE P.EO'D IN BOTH FACTORY APPLIED INSTALLATION HOLE 'DI- THRU 'D7- DES! GNATES IN WHICH SIZE CONFIGUP. EATIONS TWO TAPCONS ARE P. EO'D. 2) - DI' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) - D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) - D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) - D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD 6 SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT -TO INTERLOCK OR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD b SILL NEAP. JAMB CORNER., IF NEEDED. C: LOCATIONS IN HEAD 6 SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. B: SECONDLY, AT EACH END OF JAMS NEAR HEAD b SILL CORNERS. C• LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A L B. n n n EXTRUDERS f- L f\ D r 1 INT. INC. SANF ORD. D SLIDING C_SS DOOR TA? CON G:_-SS CHART Ci V IL N.T.S GA- 4 . GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.00 7758 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 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 q- 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 d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 0/ - ZJrO'?- MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET SEE NOTES -1 2 & #3 D ° DWG NO; GEN-0453 INSTALLATION ANCHOR TYP.) I MULLION v 1-7/8' DIE NO. 1447 AgHAP 6 . ,. `' D _ SUBSTRATE 3i+ v MULLION ERf'% NAME: DIE NO. 1447 D ° 1-7/8' v A TER FILE # 6 v SECTION B-B D v 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 HEAD TO SILL. ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. I 0 2) IN MASONRY CONSTRUCTION, 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- L'TH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT 'IN SECTION B-B 1S TYP. AT JAMBS. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS v`:r:;•r: , e TITLE' FIN HORIZONAL MULLION IN DETAIL ALUMINUM TUBE MULLION, DIE N0. 1447 EXTERIOR ELEVATIONAT1aN• - , ' /rr• AREA. ---- DRM BB naavn. ---- DATE 3 17/02 j r VT/PTA ---- SCALE NATL ---- DVG Nt In''` HALF GEN-0453 barvAirn aj' PRODUCT TELl.Q06t CORN., 250 INTERNATIONAL PKV\., HEATIROV. FLORIDA 32746 PHOK 407-005-0365 FAX 407-W5.0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM G tq 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 MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12- Jan-2002 01-1201 DNG No: d-0450 MULLI( ANCHI BRACK WINDOW FRAME JAMB TYP.) STALLATION ICHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MULL -WIN DIE NO. 1448 SECTION A- A MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES g2 & #3 SUBSTRATE J u' SECTION B-B r UNT FLOPdDA B.C. A. F _ MANUFACTUREIR NAME 0- EXTERIOR ELEVATION NOTES: MASTER FU E 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 C 0 R P . -I SIDE. CARROLLTON" TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI- EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: ---- ORN: JS APRVD: — — — — OATE:3/17/1:' FRAMING. wT/FT: ---- SCALE: HALF I MATL: - - - - I OWC NO:GD:-G=:O PREPAPED BT: PROQUCT TECNNMOC• CORP. 250 INfERNA:10NAL Pxw. . NEATNROr, ROR10A 32746 PHONE 107-805-0365 f-X i,l w Q 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 7376.]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 #k1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805MW CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q ?,?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #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 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 N A< 7n6 1. ICSIED IN ACCOgDma III IN SIANDAM DUI IOIIC OME, OUPIER 17. TO A POSI I IWE AND KCAI IWE 37 5 PSF. 7 DASH PuAV¢ REPRESENT vARIcLr YCtm- K10tiT5 3 rCLR SECT:OV 7' NIO4 DOOR 9-OiN. 6• NIOI ppORS NAVE r IWE SEC 045 4. SECTION KID4I Or 70.812. H.00 A 16.75 ARE AVAIt ABLE AND MAI BE USED IN CO.BINAI ICm 10 A04I EWE VAR CLS KI04T DOOILS. 3 pgpSSSEml PAITERN Or ..SO r 20.375 9Gw4 At IERN..IE PA IER6 Or 17 50 x 43.375 AAO 12 50 x 20. 375 LNI BE 16CD. 9-0-N.6, TORS IDO SPRIICS 9N• Ex IES NSIO4SPRI)(, AVAILABLE. 7. USE i4j, BRAOtEI, REf PM 405964-0002 07 , CN 6• M1OCORS ONLT. PAI,EL S. WItCON MAT IE•IN6IALLED IN IK TOP SECTION OR TIE SECTION SECTION IA+ CDIAIELY BELOW INE TOP SECTION. 2• x 6• WOCo JA Q 2' x 4' WOOD JAAQ OR EOIJIVALENT PM 405964- ODO1 t/4• TRACK BOLT 5/16 x 1 3/4• 5• REF LAG SCREW E - DETAIL •E' SCALE: 118 WEATHOM 3 1/ 6 2' x 6- WOOD JALQ _ 2+ x 4• WOOD JA1.6 'D CB EG411WVENTIZ.CNTAI TRACK 6 C0.NT E2i0ALMCE 12 R TIONAL SPLICE IN I O 014TA1 111. A TOP OF RADIUS 405964-0002 .D. CPD11N: K1041 I VA;I: ES1 i I 16. 405964-0002 a IVAAI E 11Aa161 rtN6 It•T 003 0 36. 00 STMDARD TRAP( DETAIL FOR 16' L vn I. TK SITILA PLACO CmI ON DW7S COSTMCTCO rI IN 5 OFT LQ2E SECTIONS A4 ST at OD61SIEN1 WItN IK Dow S*a4. IK StmiTS ranIK ADDITIONAL IN1E TER FILE W LE • Kv 6ILYCI IQ6 Ari[ IO BEPLACED AS 9-0— >+ tK IN1RO SECTION 10. IK SIRUI PLACD.ENI DIL404SICN O4 All SECIIONS LESS THAN20.617• REMI:SD By IK oaraw"M BETWED4 IK ACTIMI SECtICN K1041 6 70.e17-. eO 11 SCREW PIN605911-0001 IS A I44• CIA 1 576- LOIC IME AB Kx KAD AEIAL SOTZI+ • 12. POST IO 13E INSIµ LCD CPA, U-04 w104 •,NO IIArNIICS ISSJM. 13 SIILI PLACV.041S CAN VARY a3-. 14 , QAWI l TV rQJ l OD(S CAN BE 0. 1. OTT 2 TRACK wT s66 j -ITS / ^ END NINE,'E I"I' J J i • ti 1% 000 VIEW .D_p: CITY OF MFORD 7,774 2• TRACK 049 IH( (VERTICAL) SCALE: 112 407605-000.G. R® IL TYP 2 CS 4o4e2e- 0003 TYP 2 PLCS 400650-0001 J6-1 TYP 3 PLACES OPTIONAL WINDOWDETAILIA SGLE:3/ 32 T 400650- 0004 rWRIKC ANDS OP ONLY / BRACKET S I17LJT To f IxTILRE ROVER DETAIL • F' SCALE: 114 1 t I6' WIDE) SEE 1 NOTE 4 END HINGE 41 oD CENTER STILE PM 406660- 0004.5.Ea43PLC-SI 407603-000149PLCSI401199- 0001 IYP 2 PLCS 40462e-0003 1TP 2 PlCS 1 716' TIiE. SECTION 'A - A' I I SCALE: 114 / C. B' ' B' T L- 0. - C• PM 409327-0001 I SCALE: 1/16' • 1• 16- 0• 6". WIDTh— SCALD 1/16•AI- SERIES 280 n-RU 289 ARE EQUIVALENT CCI')6TRL,CTICN 25CA STEEL INTERIOR ELEVATION SERIES 180 ARE SAME W STRL,CTIpv AS SERIES 280 CVLY 24G4 STEEL AAD ETD CAPS DOOR TESIM WAS 261 SERIES. DOOR WIDTH CENTER STILE DO STILE T STRLnSIMCT. I ROLLER YERTICAL T LTOA DTt N4ARDWA AGE1fJ 16' 3 SINGLE YES2' x 7/16' 049' 100 SID. w. A 4wles w uw w Avww • Iew b w W ut 4YAe 061601-0000 4 - DESIGN LOAD A —7 25 PSF ± 21. BIT ® 17•-0. 90MI TEST LOAD 37.5 PSF ± e'-01 MVT. HE ICM 21.57® 12• ® I '' Lit `',.•: 403771-000' i :•• . J04e2e-000 3 7, NIASERIES'280 t 160 REST Srrl OR 16•-Q• MAX WIDTH. INDLAIO M. Yi1jV15 DAVID FM 01/ 13198 02119/ 2e o- 409 35 1 6 ..+ I 2 nETE fA04 pArID FAIN 07/lf H6 is 0 575( apOti r/ t 4-5n6 X t 3/R• o LAG SCREW 6.04 IPO al 4. DtJ II P/N 40932e-0001 PLATE.HASP 1 I I 2 7/t4 106 THL. O . 070 w1N-4 - PM 401199-0001• TOP FIXTLRE AITA04 TO DOOR WITH 4 SCREWS PM 605911-0001 i 11/32-}-1091MIN•+M1- 1 EOlL27/16• •-- '---- PM 405771-XXXX DOT. FIXTLFE FOR t 80/280/290/390 SERIES Al TAO4 TO DOOR WITH 3 SCREWS Pm 605911-0001 0575 2 9/32 REF yr.070 MIN 0. 000 STRUT 3 3/15 1--- o O I o c 0 0 O 7116 1 1 6,00 I PM 407603-0001. CENTER HINGE 1 0 o STEEL DOORS ATTACH TO DOOR WITH 5.00 4 SCREWS PM 605911-0001 —++ PM 409331-0001 PLATE. FLOOR T 2.765 55 DIA SECIwI a 0 T [ 3.00-1 .37 5DIA PM 503069-0001 PIN t: . AWN lNf 0 1 000R I SECTION T 7• MICH DOORE`` EVATIO4 FLOOR PLATE WTI SHOWING FLOOR PLATE PM 4409326-7000t POET ASSY, VERTICAL 1 . 25- 0 00 25 J- tm T- PM 40ee79-0001 L IW 2. 25 IENGfN . DOOR WIDTH - 1•-t 1 7/r, e Lr 3 MIN TW Pm 400650-XXXX• ROLLED HS-X STRUT PART N.AEER IN.THR SIRUI ql 400650-0001 O3O HS-1 400650- 0004 020 HS-0 00 0 2T1R6• O J 4 5/0' 1_ 000 L3. A Pm . 061601-0000SLICE LOOK ASSY 1 070 3M1 • M O O2' ' a O O•• O 106 wIN 103 wIT} O O 3 3/ 16 O P/N .05964 t 046450. B'RA0(ET. SCAB P M . 05964-0002. gtA00=1, SCAB JOINT 0 0 PART . N. AH7R l' PM 407U5-) D=. ETD. HINGE 405964-0001 3-114 RESID. STEEL DOORS O46450-0003 4' 07605-0= 2 as SCAB ER4CKET DE TA I L S 107W03-0003 t. W waeoe-000. 1 » 0?Ws- o003 ATTACH TO DOOR t.w WITH 1 e0 f F K/. tlrGErFT 1. F • a.:' L' err. 5 1.,: F 4 SCREWS PM 605911-0001 itl C L-- i:. C• 11 j -.44 .44 P/ N404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LOS. MAX. 11--•-. 1e7 1,25 F•. 2.50. 1 . FI oI04.00 0 L375 DIA 4HOLES PM 40e676-0001 SLFPORT y f A.. 111 y 1.0.• M r CENTER ST ILf pM 4066D0- 0004_S:6 •-- PM e0 5 911-0001 OR PM.05879-000l(SELF{Nlll t O1 A •"T=/ 13 SECTION 'G-G' STEEL STR7TS IU' n01 00( 7g1 0 4. rou+lf 01/ t3/ • RESI SIL L 16 -1 MAX. i v", WID7H, PDI D wA DAvID F/OF o1/, W/yW .. 409335 r.. ". . 1 rpE EACH piLV ID FAIR01/1W/4 , MIAMI.DADE MIANII-DADS COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 wc.s,r FLAGLER STREET, SUITE• 1603 MIAMI. FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901 FAX (305) 375-290S Premdor Entry Systems CONTIOC-rOR LICENSING s1•'C'rioV 911 E. Jeferson, P.O. BOX 76 (305)375-2527 FAX(305)375-255S Pittsburgh ,KS 66762 C0K1*1L%Cr0R r:Nl'olicf:Il N r ulvl,lo 305) 375-2966 FAX (305) 375.2905 1'Itol)UCr CONTROL DIVISION 305) 375-2902 FA.X (305) 72.6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E 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* f it is determined by BCCO that this product or material fails to meet the requirements of the South Flor a Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.17 VPIRES: 04/02/2006 Raul tcoarlgucz Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONINIITTEE 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. APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Director Nhanu-Dade County Building Codc Compliance Officc s0450001\pc2000\\templates\notice acceptance cover page.dot IL 118111 1141011101,111 MIM11,1M W HURRICANE CODE'' I I1IRMETRL-EDGE STEEL DOOMWOOD PRRMB PRODUCT CERTIPICRTIOn SHEET DI- D31 ,1 flA — `Nsw> Valid for the following side -hinged door arrangements (Sheet 1 of 2): , GMEOnooRs - sv, nOMIRAL MIGHT. % Single Door with Sidelite on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES - 114 GLASS: goo 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLASS: r. 17J 17J 17J 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 MULTI-ME-STL- WD-M-1 Enter Entry Systems y our -*4*4 pop- co W— ka"W"M man WKWOONA MW W4 poem arw UtIM to CIM, k- PRODUCT PORPORMRncE DRTR METRL-EDGE STEEL DOOR in wooD Pnnme PRODUCT CERTIPICRTionSHECT 01- C)-2-;olq - 1-1 Dpa-. - I tasw I1-3 6) Valid for the following side -hinged door arrangements (Sheet 2 of 2): 314 GLASS: 1313 13 404 Series 410 Series 450 Series FULL GLASS: 17J 1 El 1 109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series SIBLITE STYLES: ye Lr IAII 1. 7 raw_ M Z cJ' L-i L-J 01 17J 1 680 Series 129 Series 200 Series 12R,12L.23R, 450 Series 152 Series 149 Series 231., 24R, 24L Series IIP i-SOIS —50S IMPACT NO F—MULTI-ME STL WO GLZL-2] Entergy- Entry Systems I OW C010P0 PWMM St ProWd b PIMM90 nuka 9900=bft dn4n WW pradu I MW lubirO to ChWW MON Mft. Premdor Entry Systems ACCEPTANCE No.: 01-0314.17 APPROVED JUN 0 5 ioct EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. 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-1, 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 Scction 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 instalIt his syst Maerez, P.E. Product n of Examiner Prontrol Divisiop 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 shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami-Dade"County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code. changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. . d. The engineer who originally prepared, signed and sealed the required documentation initially 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 ACCEP NC JJ t"Y '0 Manuc crc , P.E., Product Co Examiner Produc ontrol Division It PRODUCT PERPDRMnnce DRTR METRL-EDGE STEEL DOOMWOOD PRRME PRODUCT CERTIPICRTionSHECT CDaoE- Din: r3) Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLRZED DOORS - 6'8" (IOMInAL HEIGHT. 0 0 Single Door with Sidelite on Hinge side 0 0 Single Door with Sidelite on Strike side Single Door with 2 Sidelites 0 0 Double Doors DOOR STYLES - 114 GLRSS: BOB 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLRSS: tz X 7j 1 105 Series 106. 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24 RIL Series j I MULTI-ME-STL-WO-M-1 Entergy EntrySystemsOUF I I PWW Of Pr" h0avv 1v mlI 1MCL0=bn 0910 W4 WSW WN Sv*a 4 amo. WWW Mda. PRODUCT PERFORRIgfICE DRTR METAL -EDGE STEEL DOOR inWOOD PRRME PRODUCT CERTIPICRTIon SHEET- 01- 0314.20 COo9'-DTSA 6) Valid for the following side -hinged door arrangements (Sheet 2 of 2): 814 GLRSS: ILS' rali 130 404 Series 410 Series 450 Series PULL GLRSS: zz k rcI Q ffj L= _j 109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series SIBLITE STYLES: Oil NO v Fstnin I 1WE .1G' I ch— 01— L It J L_JI 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L. 24R.24L Series BP+ S0'9 SC), S_ IMPRCT N C F—MULTI—ME—STL WO—GLZ-2 I Entergy- EntrySystemsOUFF' A - L M I A'M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jefersou, P.O. Box 76 Pittsburgh ,KS 66762 NI IAYII-DADE COUNTY, FLORIDA NIETRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MIiTRO-)ADC FLAGLER BUILDING 140 WEST I'LACLCR STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (3U5) 375-2903 CO,41,1W"I'OR LICENSING 1I:C1'IU 305) 375.2527 I -*AN (305) 375-255y CONTHAC.-I'OIt I•:NFORCI•:NIF.NT DIVISION 305) 375-2966 I°:\X (3U5) 375-2903 I'ItODI C-1' CONTROL DIVISION 305) 375.2902 FAX (30) 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 3 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 tills product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend tl)e 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<oangucz Chiet' Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC :AND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW C0M..'81I TEE This application for Product Approval has been reviewed by tile BCCO and approved by the Building Code and Product Review Committee to be used in vlianil -Dade County, Florida under the conditions set forth above. d Francisco !. Quintana, R.A. Director Miami - Dade Count\' APPROVED: 06/05/2001 Building Codc Compliance Office s0450001\ pc2000\\templates\notice acceptance cover page.clot Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.22 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 Outsrving 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 1 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 01/11/00, 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. 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 copics of tic 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 orida Building Code SFBC) in order to properly evaluate the install, ion of this syste Man l Perez, P.E. Product o trol Examiner Prod Control Division 2 Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 J APPROVED UN 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 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 (lie 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 ACCEPTANCE fvI a n U4 Pcrcz, P.E., Product Co o Examiner Prod u 6ntrol Division 3 1/2' x 2' LONG StANL cc MOIC PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES W/ 1/8" GLASS - IN. A WOOD FRAME W/BUMPER THRESHOLD (OUTSWING) NsID . 1 I/ ' MINIMIa1 CNI NI Kit AD S SI```` ly) a JAMI' K ICRNAI ' WN IM(CNS 1 112' MINI" CNIc DMCNf LAB 1/2' MAX 37 1/4' 74' 37 1/4' MAX 4. MAX (. MAX MAt MAX MA MAN 4' MAX j• MA% MAX . IS' O.C. 15, O.C. 15'O.C. 15' 0C.J- 5- 15, O.C._ IS' OC. 15. O.C. 15' O.C. MA% MAX MAX MA% MAX MAX MAX MAX MAX 9, C nD t 2' rxv.s na t }' r v.S Dr .1i w1K< j 5) IN mm INSIDE JAM I 5) IN jACM INSIDE JAM 1 i 17 1/ ' MAX IB' O.C. ! ! O.C. SPACING j j i C i 1 xuOr .:WxSIa ! slscs ) j j— I- l431 /16' .dNa AA( sorts A TOP Or DOOR a ""i0C sxAlsa' 1 i A 17 I/ MAX MDO(L xs• OC. SPACING IB' O.C. TO 4 r LOCK i I 22' X 64' I 5 1/2' NVINS[1 LocNscl MAx DLO ' — 80. I /16' I " 0.0 CCSSE-IEI 1 MAX a CL IN L(X(usMDaL1W 17 1/ MAX O.C. SPACING 18' O.C. i 17 OC. I SPACING j18'IO.C. I 11 i i 6' AX t 101 • 1/z NININw CMI M[XIuz1K 1(AI I au. (s, pia JAMI AL I[aNA q; 3nc• rrN IArCCiNs (• IT O.C. 15' O.C. 15, OC. IS' O.C. IT OC. IT O.C. IS' O.C. 15. O.C. 1' I/2' MINIMIN (NIC DMENI MA. MAX MAX MAX MAX MAX' MAX MAX MAX A' MAX 5' MAX MAX 4. S' MAX MAX v _ v MAX MAX 1/2' • 2' LONG SSARCf SEC MO1C ] ATTACH ASTRAGAL THROW BOLT N8 x I' LONG STRIKE PLATE TO THE HEADER IN ALL REMAINING AND'THRESHOLD WITH 910 x 1 3/4' HOLES FLATHEAD SCREWS NOTES: ' 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED L x I D SC LONG F PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FLAT HE SCREWS 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR R.H. OUTSWING L.H. DUTSWING SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGAL B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR' SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVcO A:/CGn:.'C(I(:Li'l;In 1M° STRUCTURAL WOOD BUCK. T C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR' SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE IBY WOOD BUCK. ALL ANCHORING SCREWS TO BE HID WITH CC E M FLQfiTQl1 B 11l INC Coo c sv PROD' T C NTROL DIVISION BUR CODE COMPLIANCE 0 ICE UM I I/2' EMBEDMENT INTO WOOD SUBSTRATE ACCEPTANCE NO.01' 03 / V • 2 ° C::..y/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT 1 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 10 SILL IS LESS.IHAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED 10 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. c DADE caws MawrICAIIONS vu/ro JD 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE LI%IIS KISS IQITD, f!ik CEL N4L P AGE 5 (DOOR OPTIONS) as JAMBS AND SIDELITES. OIIZ506. tESS!01TD,Sill. Wn.IIEi ADDOA QDOOR CCWICAAAFIGNS lenvn 7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE PAR[ : w(m,"'A.(=, sort U. nMm11(s CORNERS ARE COPED AND BUTT JOINED. TT R.S. I BAII 7-29-91Iu t : N T.S. B. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST PR MDR ENTRY SYSTEMS 3 INHIBITIVEPRIMERPAINTWITHADRYFILMTHICKNESSOF0.8 TO 1.2 MIL. ill E. tffU 1-1028-EM-0 9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ czn PHIS EITdT6? SHEET 1 OF 6 VATER- REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. acvISIDI LEI101 G DES N U ATINGS VHERC VAIER INFILTRATION EOUIREMENT IS NEEDED x VHERE VAIER INFILTRATION REOUIRCMENI IS NOT NEEDED Positive F f A x 4 9/16' GLAZING DETAIL HERVIN VILLIAMS 850A XTERIOR GRADE LATEX CAULK INTERIDR 1/2' GLASS BITE 0 1/8' TEMPERED GLASS 0 EXTERIOR LIU 1 J w iiNu OTHER CONFIGURATIONS r MAI MAX MAX I ; iii/\ao 11 1' :ram ir/\\\o 1„ MAX MAX MAX r• i :3;-;_—•;':.°, E: , 'f• a 5, . ; ICIsa \ire 1 1• 1,1 APPROVED AS COMPLYIiIG WITH THE lOUIY SOUTHF`QRIpA;jtDI G'DE 11ru BY J J UfRu PRO T C TROL Dr/ISIOtl P BUILDING CODE COMPUAHCE OFFICE 91 C nflSl ACC_c PTA:ICF. NO 01-011Y.7o r• ii /55,, 31-1028-EM-0 SHE[1 2 Or 6 HYW L11111 C 80 11/16' MAX 1/4" SHIM MAX F- 3/4' EXTERIOR 79 5/16" MAX I SECTION B-B 2 BY WOOD BUCK W MAX DLO 1 1/4' INTERIOR 1 1/4' MATERIALS LIST ITEM NO DESCRIPTION PART NUMBER COMMENTS QI WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT Q COMPRESSION WEATHERSTRIP Em-25 LOCKSCREEN BRAND LOXSEAL650 (BRONZE) 30 ALUMINUM ASTRAGAL EM-12 PREMDOR BRAND OR EOUIVALENT- 5/8' ALUMINUM ASTRAGAL 40 ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EOUIVALENT - 11/4' x 4 9/16' SQ TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL41mSKIN26a0117124 -2) D Slf(N x I'll DRD[SS R! RXSIT RSI HPIRI n leI' 7O PnI,YURFTHANF FOAM CORE BASF FOAM - DENSITY 20 TO 2.5 tbs./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 90 WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ID STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL II HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EOUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB FM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 010-24 x 1/2- F.H.M.S. 4) SCREVS PER HINGE INTO DOOR 16 k10 X 2' F.H.W.S. SCREVS THROUGHHI JAMB INTO SIDELITE JAMB, B' DOVH FROM OP, MAX 18' O.0 THEREAFTER 10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOVN FROM TOP AX 8' O.C. THEREAFTER 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM TOP, MAX 15. O.C. THEREAFTER I xITDxTHIAP(ID(APOWMnl I I/ xSV/xIN11lDl I I(M<?[mQNT3/16' (iH /t REFER TO ELEVATION VIEV, FOR IT OF SCREvS USED AND LOCATIONS le k10 X 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB 19 18 x 2' F.H.V.S. 2) SCREVS AT EACH STRIKE PLATE LOCKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 k10 X 1 3/4' F.H.W.S. 10 SCREVS PER HINGE INTO JAMB V DOD 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 TEhIPERE R GT MSSSRIN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 CLESS a SIDELITE TRIM WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 FOR SIDE"BY SIDEBJAMBS' INE AS MULLIONS EOuIVALE") IfEMS ARC nO1DINGS USC WOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT VOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL k6 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME i0 EXCEED 14' O C THERE AFTER. CING TO BE 3' IN FROM EACH CORNER AN D NOT 0 SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 31 PIN NAIL 3/4' LDIG NAIL, 4' IN mix (xD, MAx B' OC. TH(RAFIER, USED ON !BILLIONS AND IRIM DOW SILICONE #995 LIMIIS Uf L XIRUSIX SIB 01. 101.1 kG APPROVED AS COMPLYING VVI TH THE D UTH FI,bjA rILDI'G CODE JUTI U Load PODOR ENTRY SYSTEM eY 911 E. kTT[RSIPI PRODU CO ROL DIVISION PIIISBUR6, KS. 66762 2UILDIN OOE IANCE OFFICE ACCEPTANCE N0. ' 0 Z N Y . Zo Y MODIFICATIONS E 5 (DOOR 01 31- 1028-EM-0 SHEET 3 OF 6 R[ VISIDN LINER B 2 BY WOOD BUCK 1/4' SHIM MAX 79 3/16' INTERIOR ' MAX 80 11/16' MAX ILI ILI 2 BY WOOD BUCK SECTION C-C 1 1/4" EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING #31-1028-EM-O SHEET 2 OF 6 1 1/4' DOW SILICONE #995 APPROVED AS COMPLYING WITH THE SOUTH FLjUW BUILDING CODE 0a E` LEY Fn0TNTRCDMSICNBUILDINGCODE Comix 'OFFICE ACCEPTANCENO 01 . 14.Lo OTHER DOOR: CONFIGURATIONS m IT a nc ac n. oc nc n rwc u• W n• 1 1 1 1 1 1 1 1 1 1 it yr r] ,_ it.VKac O/// 01 I r I Ir W C YCii p o. nL YKPL V Vr W nL vKFG f/'// 1 1 1 1 1 1 1 1 1 1 a r nc Ir n uc Ir oc Ira oc XX r 71wT W OL • rW 6L • y t 1 1 Ir 1/r ncc.YKcLj 7A r W nC VCYG p nn.• nC VK G 1) Vr ra 1]c vKuc 1 1 1 1 1 W WJ W nn nl Vr m W. W Y ••,: OL If nL '• • GG W If n Y nG W W J]yOG Y c1 I F OG,nL LI;: nGt ,nG u VrW I I l nL VKl.lt: 11 1? W nc vKl.c tr 1? W nG YCt.G Ir IT W nc vKnc rls IPON W r W W J..-XX l]• OL ]ynL I r. W r W r. 1 1 1 1 II Vr ra nL VC4G u ur r. o vKt G o Ilnr j nL VKli Ir l/r r] ac vKlw 1 1 1 1 1 IY r IY Ko nr r IWn]• r. u L.• W XX r•• r W r a nc a nc rr:L >y:L ac vK.c nc YKI.c 11 1/T rr 1L vKK 11 1? ra nL VKpi O C at vKl.l: Ne KK 1 1NV1 1 u•o •nc Ira •ac XX I LINIIS UL(SS NOIED, FRAC DEC : ANb l I I I I EXIRUSIIW4 UKESS HO R. SIQ COXI. III Ar•FROVEDASCOAIFLYINGYATH 114E SOUTHFIpRy 1R{OC E PREMDUR ENTRY SYSTEMDAT sr 911 E. IFFERSEW PRODI -r.C'; TROLDmS10N PIIISBURG, KS 66162 BUIL; ME WAPUANCE 0 ACCEPT-,WCENO. QI-031y 31-1028-EM-0 SHEET 5 OF 6 REVISION LEVER ETHER GLAZED6DOOR PANEUSIDELITEW/ STYLESSURFACE APPLIED MUNT.INS rMAx 79 001FDOl 0000 91 E9 99 Moao000uo uo 00 00 ao 00 00 00 00 °°5 .016 .011 1 1 1010 II II II II ; ills; 1111 /11 III 1 1 II II II II 1/1nu n n O r II II II II r /1 1 II II II II II II II II II 11 1 1/1 111 /11 11/ r DO Lu o c o i n n n n 101 DDD DDD DDD 00 o 0 PO-35 PD-36 PD-37 PD-38 PD-39 PO-40 PD-41 PD-42 PO-43 PD-43A PD-438 36" 0I Io- M A X Fm 79 4/16" o o M X D D D 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-908 SL-90C SL-30B SL-30C SL-70 SL-80 10 EEL fiMQIIR Elmfrii Nnir S10m4i, in APPROVED AS COMPLYING WITH THE SD. OUTH FL j} qjA U fNG CODE DATE ,u j PUDOR ENTMY BY P70D' T NT'OLDIVISION 911 E EF(RS I EUILO!NG CODE COMPMNCE OFFICE PIIISM, KS. 66762 T ::CENO -03IV.20 31-1028-EM-0 SHEET 6 OF 6 REVISION WIER TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z11384 Address 1 VENETIAN BAY Address 2 LOT 33 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPI 1 Design Loads Roof: 37 PSF Floor: 55 PSF 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 ROBERT MONTH OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal Da't 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, Comer Set, Valley Truss, Piggyback, Filler, Ladder Truss. Bracing Substitution, 2 Ply SY42 Number of Drawings: 66 Plus Standard Details Truss ID: F1 R25 C1 F2 R26 C2 F3 R27 C3 F4 R28 C4 F5 R29 C5 F6 R30 C6 F7 R31 BEAM 1 R1 R32 BEAM 2 R2 R33 R3 R36 R4 R37 R5 R38 R6 R39 R7 R40 S R10 P1 R11 P2 y, R12 P3 R13 P4 R14 V1 R15 V2 R16 V3 R17 V4 R18-21PLY H7 R19 H1A R20 H2 R21.21PLY H3 R22 E7 R23 E2 R24 E3 PLANS RE"11 :AWED CITY OF SANFORD Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers A A 111111111 Ell1 ICIIIIIIIII1 I, h 1 1 It= w 11 1 1f_ milli MMMMM1'N,..-- bJ 4 311C v/ 1:4F'eD ItEI_S yr 01 T fvwle Watt', 5Y5_+2 I6' DEEP FDMJ -,, Q .4' l 4' C3P 8' FMfr TVLK.,.&E - tr/ P.AK,En FEELS DAGI' r ON VLOCK e 1/2• of J FV.AI.E 1 ALLS 51 X4TE5 APPP,OXWIATE LOCATION OF FIAWN6 FLOOP, J06T5 MAY BE 4D,AJ5TC0 LF TO 4 N GFC5 LEFT OP. PIGHT N TH5 AF.E4 E:CW `.1TOF,Y FLATS H-U+-IT TO BE Fl- q 7/8- PL. HT. IG--III'I1111111111111. 40, E= MI___ I I 1I1II jam I I I I I oil mill r ' 5M)'TH UIMDEP. P_). F,OUF TRU55 DIVI°AOIJ Z72Z SOUTH 4F0FKA DLVP APOFICA, FL. 3270A 407) 2gtl - 5Z2 FAX (4-f)7) Z lq - q53 Enrt1meerRiq Geruhrate of AU11101-1Z,111011 r C1215 NOTES D rt h ne Rlla'+To M'r! TRJY1 Rr(8bR RY+Yn mrhte'rr+frLnrA tT hT Fgl, r9Qp l[ !6:T+ u U Y W m MN YAt vm IYre Mal ------ vfm -------'. NT[---------- 2) mY.l+uht InT K urt ar Y.rp N uy Tr., IITInR mr Ymrnrinl+ r, Trt mF}f u.rurr y mrtD nut .rt an tr 4TpT9 YTr 1TL (M T U. Tt RL K rp'tCrTT1'L4(lp .T 4hItLTI+C`TT]r: 0 twJ(e (TYni1r.1LTVT" IITT (tT, l D mr TF,Er Y t• ID, B+ cC.rFn D. W. M mhs (tarY,r DETAUI` I) r139TOW 'I"UlIe1n•Tar— FtT M11110Y, IL'TY.L•n1(Yr` TDr( f4r, rr40" FU& To D rI EDV II M A,a hr rg.1W Ba K4LI Fi TEQ I-D, L) 4L Trlh!e5•ru r1Y Trlh'e5 nr9 VALLE, FrrL1131 1 " T re (L1.17(T&Y ml D, n TD'R. 711 VLLLef Tilly,. rCTL1.7 Y. T6IJLT[ KLrlG /Ei MelTS 3) ALL VLIAt,4 (0NDn1L114LLf F uo DY [I Ire, 1) l(loir Low KIn I: rYLS 5) navr ,ltnT7 -, K "rrTep Ir TO. fIK5 Ftr DP yltr, ILV.rIA The Truss Engineers seal, when appliedl confirms the placement of the truss framing as it relates to the truss designs specific for this structure. The truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framing andlor buss placement plan. The desiggn of the temporary end permanent bracing, the diaphragm system, shear walls and sbuciurafelements to resist lateral loads from wind and/or seismic activity is the responsibility of the buildingg design professional. Additional apP, roval by the building William M. Ranieri PE design professional shall in, ude, but not be limited to, design loading, lengths, profiles, FL Lic. No. 42764 pitches and depths. YL rnT mF» ItYI] To N hn. OF IN I YIT+,L(1 Mlji TI L[h4 vl n m Marc-, "'re ntr. rr tr Ir+IMay" I.Yn.ld YMrll 11 LE. IT. HHUSx42 OR THD26.2 lb • HHUS21-2 OR THD21.2 HHUSII OR THD11 r. HGU326-2 OR THDH26-2 b- HGUSZI-2 OR 7HDH21-2 HGUS210 OR THDH21•3 uJ• NGUSII OR THDH H nulxx OR SHIxz i THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L 11.304 - T1 TOP CHORD 4x2 SP #2 GOT CHORD 4x2 SP #2 :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-0-8 r j 10-4-8 15" Typ. 2 X 4 III 2X4 (R) = 4X6= 3X6= 2 X 4 III 21" SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.46" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD AT X — 10-3-0. 2X4 (R) 4J=2.5X4 3X6= 4X6= 2X4 III 4X6= ' n CA•f .)A0= 4AO= 4X6= 3X6= W=HS2512 = fE 21-3-0 Over 2 Supports IR-1156 W-8" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD 6.10 WAR III NG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDL I IIG. SHIPPING. INSTALLING AND BRACIIIG. REFER 10 HIB-91 (HANDLING INSTALLIIG AND BRACING). PUBLISHED BY TDI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFR IO OR.. SUITE 200. MADI S011. MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S M YTH LUMBER CO. STFUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION " IMPORiAN II FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E14GINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII; ANY FAILURE TO 2722 SOUTH APOPKA 13LVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST A14D PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407.299-91 53 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS VOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATION 119218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. R-1156 W-7" O T Y : 2 e0 1A....:.. ZIFI•. i No.42704 STATE OF 90ti %,ORIOtt• 114-1 s/OIVAI.N6 Aug 26 '03 1 4-0 1-0-8 9 - ALO V FL/-/1/-/-/R/- TC ILL 40.0 PSF TC DL 10.0 PSF 8C DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale=.3125"/Ft. REF R352-- 35084 DATE 08/26/03 D R W SLTUSR352 03238109 SLT-ENG /WMR SEON- 31790 FROM SLC JREF- 1S5N352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. LIIJ64 - FC TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 B2 4x2 SP #1 Dense: TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. CALCULATED VERTICAL DEFLECTION IS 0.42" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD AT X — 10-7-8. 16.5" I` 10-4-8 T 9-1-8 _) 1I. Typ. 2X4 III j 2X4 (R) 2X4 (R) = W=2.5X4 = 4X6= 3X6= 2X4 III 3X6= 4X6= 2X4 III 1-0-8 r ZN- r Ell11 4X6= 4X6= 3X6= W=HS2512 = R-1136 W-3.5" 20-10-8 Over 2 Support R-1136 W-7" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. 20 Gau a HS,Wave TPI R Design Crit: TPI STD 6.10 OTY:8 FL 1 R Scale 3125" Ft. WARNIIIG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIIIG. REFER TO M18-91 (HANDLING 111STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE III STIfUTE. 583 O'OIIOFR10 OR.. SUITE 200. NADI SOIL. HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIOIIS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURIIISH A COPY OF THIS DESIGN TO THE INSTALLA11014 CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Lt IFI '•. A r•. t NO.42704 y :y A 7C T C T C BC L L D L DL 40.0 10.0 5.0 P S F P S F PSF R E F R 3 5 2-- 35085 DATE 0 8 / 2 6 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 032381ir0 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407.299 1522 FAX: 407-299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (IIATIOIIAL DESIGN SPECIFICATION PUBLISHED BY THE AMER'CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COIIUECT ORS ARE MADE OF 211GA ASTN 1613 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY COHIIECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. P051 T 10N CONNECTORS PER TATE OF : Q •.• O R1OQ v VS/nu EN BC T 0 T LL L D . 0.0 55.0 PSF P S F S E 0 N 31795 OUR FAC . 1.00 V— PROFESSIONAL ENGINEERING DRAWIIIG$ I60 A-Z. THE SEAL QN THIS DRAYIIIG INOICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING0.ESP011 SIB I L IT Y SOL E.0 FOR THE'TRUSS COMPOIIE NT OE SI GN SHOWN. THE SUITABILITY A110 USE OF THIS VN SPACING 24.0" JREF- 1S5N352 Z06CERTIFICATEOFAUTHORIZATION$19218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AIISI/TPI 1-1995 SECTION 2. AUg 26 '03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L11JC34 - Y3 TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 :82 4x2 SP #1 Dense: WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-4-8 5" Typ. 2 X 4 III 2X4 (R) = 4X6= 3X6= 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. CALCULATED VERTICAL DEFLECTION IS 0.40" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD AT X - 10-9-0. 13.5" 2X4 III W=2. 5X4 = 3X6= 4X6= 2X4 III 4X6= 3X6= 4X6= 20-7-8 Over 2 Supports R-1122 1-1-3.5" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI STD 6.10 WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'OIIOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO SERF OR...G THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S M YTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE, LING. ROOF TRUSS DIVISION ';IMPORTANTFURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVO. BUILD THE TRUSSES IN CONFORMANCE WI IN TPI: OR FASR IC ATING. HANOLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGN 407. 299,1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-9 153 CONNECTORS ARE WADE OF 20GA AS7M A653 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING ORAHI IIGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIIT OE SI GII SH, WN. THE SUITABILITY AND USE OF THIS CERTIMCATE OF AUTIIORIUTION #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SPOII SI BILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. W= HS2512 OTY: 5 t...:.. R yi i No.42704 0 , STATE OF p OR10p:'. ss/ OWA1.E' Aug 26 '03 R- 1122 W-7" FL/-/ 1/-/-/R/- TC ILL 40.0 PSF TC OL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF DUR. FAC. 1.00 SPACING 24.0" 2X4 ( R) = 1T - 0-8 9- 4-DL+i Scale=. 375"/Ft. REF R352-- 35086 DATE 08/26/03 D R W SLTUSR352 0323B111 SLT- ENG /WMR SEON- 31804 JREF- 1S5N352 ZO6 L11J84 - F4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 SPECIAL LOADS LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-1.00) TC From 288 PLF at 0.12 to 288 PLF at 10.29 BC From 10 PLF at 0.00 to 10 PLF at 10.42 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1-0-8 ill.-,4-1-8 5-4-8 5" Typ. 2 X 4 III 2X4 (R) = 4X6= 3X4= 2X4 III 3X4= 4X6= 2X4 ill 4X6= 4X6= 2 X 4 III ilE 10-5-0 Over 2 Supports R-1516 W-4" R-1516 W-7" SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER• AND MODIFIED*** CALCULATED VERTICAL DEFLECTION IS 0.11" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD AT X — 5-3-0. 2X4 R — 1-II4- 0 8 9-4-CLL+ PLT TYP. Wave TPI R Design Crit: TPI STD 6.10 OTY:1 FL 1 R/- WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 INSTALLING AND BRACING). PUBLISHED TPI PLATE Q T C L L 40.0 P S FHANDLINGBY (TRUSS INS117UTE. 5BJ D'OIIOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUIICT10115. UIILESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED jj S `/;' ASiFl—,". jj '•. T C D L 10.0 P S F S MYTH LUMBER C O. STRUCTURAL PANELS. BOTTOM CMORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NO.42704 ROOF TRUSS DIVISION IMPORTANT' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL 110T BE RESPONSIBLE FOR ANY DEVIATION iROMTHIS OESIGII: ANY FAILURE TO 1f 17[ B C D L 5.0 P S F 2722 SOUTH APOPKA Bwo. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND I STATE OF f B C L L 0.0 P S FAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAH FOREST AXD PAPER ASSOCIATION) AND TPI. ALPINE QA'•(0R1OP•' A '•.., FAx: 407.299-9153 C01111ECTORS ARE MADE OF 2OGA ASTH AG53 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UIILESS 01 HERWISE LOCATED ON THIS DESIGN. NOT CONNECTORS PER TOT. LD. 55.0 PSF DUR FAC. 1.00 1DRAWINGSI'D A-2. r THE SEAL ON THIS ORAW111G IIID;IAIES ACCEPTAHCE OF PROFESSIONAL E11GIUEERING e N^L PROFESSIONAL ENGINEERING 0. ESP01.1 IL.TY SOLELY FOR THE TRUSS COHPONEIIT OE SI GtI SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIUTION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD114G DESIGNER, PE0. Aug 26 '03 SPACING SEE ABOV ANSI/TPI 1.1995 SECTION 2. Scale=. 375"/Ft. REF R352-- 35087 DATE 08/26/03 DRW SLTUSR352 0323811i SLT- ENG WMR SEON- 31807 JREF- 1S5N352_ZO6 L11.f84 - F5 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 SEE OVIG SLTUSR352 02196003 FOR GABLE DETAILS. 2X4 (R) = 2X4 (R) 1 0-8 1- I4I 0 8 9-4-O.L i t7-0-8 Over Continuous Support R-106 PLF 1-1-7-0-8 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI STD 6.10 OTY:1 FL 1 R 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 A. Rom_ 1" "Y j,/ T C L L 40.0 P S F PE' ODFRFORMIICES PRIOR TO NG THESEOFUNCT1011. UNLESSST0 HERWISEDINDICATED. TOPSONICHOROFSHALL OR FHAVE ETPPROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C D L 10.0 P S F S M YTH LUMBER CO. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. 44704 BC DL 5.0 PSF ROOFTRUSSDIVISIONPRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR AIIY DEVIATIOII FROM THIS DESIGN; ANY FAILURE TO* 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORHANCE WITH 7P1: OR FABRICA TItIG. HANDLING. SHIPPING. INSTALLING AND t J STATE OF BC LL 0.0 PSF APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q 0ao7.29s 1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM Q' f : OR1OTOT. LD. 55.0 PSF FAx: 407.2999153 A65] GRAD GAIv. STEEL. EXCEPT AS VOTED. APPLY CONtECTORS TO^•. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POST TIOt1 CONNECTORS PER OUR FAC. 1 DRAWINGS160A-Z. THE SEAL ON THIS ORAHING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NA1. PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESIGNSHOWN. THE SUl7 AB ILITY AND USE OF THIS 00 CERTIFICATE OF AUTHORIUTION 179218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 AIISI/TPI 1-1995 SECTION 2. SPACING 24.0" r 17r" REF R352-- 35088 DATE 08/26/03 D R W SLTUSR352 03238113 SLT- ENG /WMR SEON- 31811 JREF- 1S5N352_Z06 L11.304 - 1-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.01" DUE TO LIVE LOAD AND 0.00" DUE TO DEAD LOAD AT X - 4-3-8. 1-0-8 2-10-8 15.5" 1 2-10-8 5" Typ. 2 X 4 III 2 X 4 III 2.5X4= 2X4(R) = 2X4111 2.5X4= 2.E 2X4 (R) 2 X 4 III T 1II4 08 0-9-4-CIL' i 2.5X4= LE —7-0-8 Over 2 Supports R-375 R-375 1'1-3.5" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI R Design Crit: TPI STD 6.10 0TY:3 FL 1 R Scale 375" Ft. MARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M. Rom_ T C L L 40.0 P S F R E F R 3 5 2-- 35089BRACIIIG. REFER TO HIB-91 (HANDLING 1115TALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR., SUITE 200. MAOISON. WI 53719). FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE Il1DICA7E0,10P CHORDSHALLHAVE PROPERLY AiTACNEO aM Y1IF!( s V TC DL 10.0 PSF DATE 08 / 26/03 S MYTH LUMBER CO. ROOF TRUSS DIVISION ST0. UC IURAL PANELS. BOTTOM CHORO SHALL HAVE A DR OP ERLY AT TACHEO RIGID CEILING. IMPORTANT•• FURIIISH 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 . S N0.42704 7 BC DL 5.0 PSF DR4! SLTUSR352 032381 4 S L T E N G 4lM R 2722 50TTTN APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 2 d STATE B C L L 0 D P S FAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF S E O N 31813407.299 152222 SPECIFICATION PUBLISHED ByTHE AM ERICA FOREST AND PAPER ASSOCIA71ONI AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO IN 0 R1O••.•• TOT L D 55.0 P S F FAX: 4. 299.1 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A•/•••••••' OUR F A C 1.00 1DRAWINGS160A-Z. THE SEAL QN THIS DRAWING INO:CATES ACCEPTANCE OF PROFESSIONAL EIIGINEERING NALPROFESSIONALENGINEERINGRESP0NSIBILITYSOLEI' FOR THE YRUSS CONDONE NT DESIGN 'SHONN. THE SUITABIL ITT AND USE OF THIS SPACING 24.0" JREF- 1S5N352_Z06 CERnFlCATEOFAUTNORIUnONp921B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AUg 26 '0 ANS"TPI 1.1995 SECTION 2. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L11304 - Y/ TOP CHORD 4x2 SP #2 BOT CHORD 4x2 SP #2 WEBS 4x2 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.01" DUE TO LIVE LOAD AND 0.00" DUE TO DEAD LOAD AT X - 2-9-0. 1s 2-10-8 12.5"1 2-10-8 1 f 5" Typ. - f 2 X 4 III 2X4 III 2X4 (R) 2X4 (R) = 2.5X42X4111 2.5X4= 2X4 III T -F 1- 0-8 1-I4-0.0-8 i9-4-o-L. i 2. 5X4= 2.5X4= 2.5X4= 2.5X4= L 6-9-8 Over 2 Supports— R- 361 R-361 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. PLT TYP. Wave TPI R Design Crit: TPI STD 6.10 0TY:2 FL 1 R NARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w vv`` f` • y i.:. p T C T C L L D L 40. 0 10. 0 P S F P S F SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIIIG. G ROOF TRUSS DIVISION IMPORTANT** FUR1115H A COPY OF THIS DESIGN TO THE INSTALLATION COIITp ACTOp. ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO NO. 42704 B C D L 5.0 P S F 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES 114 CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND STATE OF BC LL 0.0 PSF APOPKA. FL 32703 RRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGII SPECIFICATION PUBLISHED BY THE AMER ICAII FOREST AIIO PAPER ASSOCIATI OII) AND TPI. ALPINE L QA'•,k 0g1O 407-299-1522 CONNECT00. S ARE MA OE OF 20GA ASIM A653 GRAD GALV. STEEL. EXCEPT A$ NOTED. APPLY CONVECTORS TO V TOT. LD. 55.0 PSF FAx: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Y m 41D U R F A C 1.00 PROFESSIONALENGINEERINGDRANINGS 160 A- Z.THE SEAL 011 THIS DRAWING IIIOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAI.Fd RESPONSIR ILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE of AUTHORIZATION 09215 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AUg 26 '03 AIISI/TPI 1-1995 SECTION 2. SPACING 24.0" R t Scale=. 375"/Ft. REF R352-- 35090 DATE 08/26/03 D R W SLTUSR352 03238115 SLT- ENG /WMR SEON- 31816 JREF- 1S5N352_Z06 LIIJ84 - K1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DIJGS A12030ECO901 8 GBLLETIN1001 FOR MORE REQUIREMENTS. 0-4-3 120 MPH WIND, 12.32 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= Qi-4-off 0-0 8 1— 12-0-0 _I_ 10-11-8 _I 23-0-0 Over Continuous Support R-77 PLF U-25 PLF W-23-0-0 9-4-0 6-4-3 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.63OTY:1 FL 1 R Scale 3125" Ft. NARNIIIG'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIFS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'0110FIT 10 OR.. SUITE 200. MA DI SON. HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w ••• ••.• I. 1^ _ Y ASIFI ••. A5 r• T C T C L L D L 2 0. 7. 0 0 P S F P S F R E F R 3 5 2-- 35091 DATE 0 8 / 2 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V % d DRW SLTUSR352 03238116 ROOFTRUSSDIVISIONIMPORTANT - FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BESIG14: AIIY FAILURE TO HHH j NO.42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRAC114G OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL BEST GII Q ; STATE OF ;• BC LL 0.0 PSF SLT-ENG WMR APOPKA. FL 32703 407. 299.1 SPECIFICAT 1011 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S E O N- 20223 522AS NOTE. APPLY IIPERORS TO ASTOTHERWMADOFZUHLSOFRETHISEOR,Op••v TOT . L D. 37.0 P S F FAx: 407- 299-91 53 DESIGN. POSITION CONNEC TOR SXCEPT E SS0GATITUSSEANDAEEACHEFACEISE,LOCATED ONE S NAI.EN D U R F A C 1.25 DRAWINGS 160A-Z. THE SEAL AN THIS ORAW111G INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFFSSIONAL ENGiNEERIHG CERTIRCATE Or AUTHORIZATION C9218 RESPONSIBILITY SOL LfY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS C ON ANSIOIIE TIFORAll SECTION PATCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILO I IIG DESIGNER. PER Aug 26 '03 SPACING 24.D" JREF- 1S5N352_Z06 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X - 7-4-11. 0-4-3 120 MPH WIND, 12.82 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED 14ITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, NIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 5X4= 2.5X4= 2X4III L-1-4-0j LL 14-0-0 I 8-11-8 I jE 22-11-8 Over 2 Supports R-945 U-301 1'I-8" R-835 U-297 W-3.5" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 ommm OTY:1 PM FL/-/1/-/-/R/- WARIIING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. 114STALLING AND T C L L 20.0 P S FBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR.. SUITE 200, MADISON, MI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIOIIS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED j IPI'• V T C D L 7.0 P S F S MYTH LUMBER CO. ROOFTRUSS DIVISION 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. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ga F a M0.4Z7O4 y BC DL 10. D PSF 2722 SOUTH APOPMA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND n t BC ILL 0.0 PSFAPOPMA. FL 32703 BRACING OF TRUSSES. THIS OE SIGN CONFORMS MI TH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGN STATE OF 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMEAICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONVECTORS ARE MA OE OF 20GA AST A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O •I:` Q.• (`I TOT. AD. 37.0 PSFFAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORI,•••` A•y.... 6 OUR FAC 1.25PROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL OII THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v'YNA1,E RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 SPACING 24.0" AIISI/TPI 1.1995 SECTION 2. r 7-4-3 9-4-0 Scale=.3125"/Ft. REF R352-- 35092 DATE 08/26/03 D R W SLTUSR352 03238117 SLT-ENG /WMR SEON- 20230 JREF- 1S5N352_Z06 L 11 J64 - MJ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES 8 GRADE OR BETTER. ATTACH 14ITH 8d NAILS @ 6" OC. CALCULATED VERTICAL DEFLECTION IS 0.05" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD AT X - 7-4-11. 0-4-3 y L. JA"1n1/ - 1 4 0j 120 MPH WIND, 13.32 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= 2. 5X4 (R) III 1_ 16-0-0 -1- 6-11- 8LE J 22-11-8 Over 2 Supports 1 R-945 U-296 W-8" R-835 U-315 W-3.5" 8-4-3 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:1 1 R Scale 3125" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FAERICAT1011. HANDLING. SHIPPING. INSTALLING AND F•L T C L L 20.0 P S F R E F R 3 5 2-- 35093BRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 113 O'ONOFRIO DR.. SUITE 200. MADISOI'. HI 53111). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED tlFl ••. T C D L 7.0 P S F DATE 0 8/ 2 6/ 0 3 S LUMBER CO. MYTH STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t %i0. 427044 ROOF TRUSS DIVISION IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO E1 BC DL 10.0 PSF DRW SLTUSR352 032381/8 SLT-ENG WMR2722501FT FLFL BUILBRACDINGMOFTTRUSSESUSSES 'NCONFORMANCE NATIONALINSTALLING DESIGNWITHCONFORMSOWITHAAPPLICABLEPROVISIONSSHIPPING. DESIGN l STATE OF :tom 9 tVBCLL 0.0 PSF APOPMA, 32ABLVD. 32703 407.299. 1522 SPECIFICATION PURL ISHEO BY THE ANERICAN FOREST ANO PAPER ASSOCIAT1011) AND TPI ALPINE S . QAA•.. 4 ' Dt'-" C01111ECTORS AREMADEOF20GAASTHA653GRIDGALV. STEEL. EXCEPT AS NOTED. APPLY COINECTORS TO j(y'.,, w TOT. LD. 37.0 PSF SEON- 20238 FA%: 407. 299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER YY-s NA`E V DUR FAC 1.25 Y DRAWINGS 160A•Z-THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING Y PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOMR. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 '03 SPACING 24.0" JREF- 1S5N352_ZO6 ANSI/TPI1-1995 SECTION 2. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L11J04 - K4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES 8 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X e 10-0-0. 0-4-3 120 MPH WIND, 13.82 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= 2.5X4= A) 9-4-3 9-4-0 2.5X4 (A1) = — 1 2X4III R-945 U-289 W-8" 0-0 _I_ 4-11-8 22-11-8 Over 2 Supports R-835 U-335 W-3.5" f PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.63—aammitz, 0TY:1 FL 1 R Scale 3125" Ft. WARNING*' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND Rom- T C L L 20.0 P S F R E F R 3 5 2-- 35094BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 11ISTITUTE. SB) D'ONOFRIO DR., SUITE 200. HADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE fUNC710N5. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED pM pp'`FI ••'•., 3. G(!- ••;i1 T C D L 7.0 P S F DATE 0 8 / 2 6 / O 3SMYTHLUMBERCO. ROOFTRu55 D1v191ONPR* STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t ia0. 42704 BC DL 10.0 PSF DRW SLTUSR352 03238119ODUCTS. INC. SHALL NOT RE RESPONSIBLE F00. ANY DEVIATION FROM THIS DE SI GII; ANY FAILURE TO 2722 SOIIfH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AN O APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ; BC LL 0.0 PSF SLT-ENG WMR 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NA DE OF 20GA AST M A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 9 k t I0 •••I0RIIA- • TOT. LD. 37.0 PSF SEON- 20250FAx: 407.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 014 THIS DESIGN, POSITION CONNECTORS PER tSAIA1.• D U R F A C 1.25DRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTNORIUITION N9218 COSTONENTI`FORANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 SE SPACING 24.0" JREF- 1S5N352_Z06 L11364 - KS THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 I4EBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH 1.1ITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD AT X - 5-8-1. 0-4-3 1 T 120 MPH WIND, 14.32 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 BCOL-5.0 PSF. 5X4= 2 X 4 III 4A4 NI bxb= 2.5X4(A1) 2.5X4= 1-4 0 20-0-0-I_2-11- 22-11-8 Over 2 Supports R-945 U-280 W-8" R-835 U-357 1.1-3.5" 10-4-3 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 ,ram OTY:2 FL 1 R WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 111STALLING AND BRAC111G), PUBLISHED BY TPI PLATE T C L L 20.0 P S FHANDLING (TRUSS INSTITUTE. 5B3 D'ONOFRIO DR., SUITE 2DO. MADISON. Y1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE :INDICATED, TOP CHORD SHALL HAYS PROPERLY ATTACHED SAS IFI C,9•'• T C D L 7.0 P S F S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j NO.4•j704 ROOF TRUSS DIVISION IMPORTANTSI REDlINC. SHALLRII : No BE RESPONSIBLOF TH E FDE ORGH ANY 1 DE VNEIIIATIONLFROMNTHISDESIGNDESIGN: ALPINE ANYFAILURE E TO BC DL 1D.D PSF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN COHFOR HANCE YI TH TPI: OR FABRICATING* HANDL 111G. SHI PP I IIG. INSTALLING ARD STATE OF BC LL 0.0 PSF APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Oi 110S (NATIONAL DESIGN 2 407-zsslszz,•\ SPECIFICATION PUBLISHED BY THE AMERICA14 FOREST AND PAPER ASSOCIAT 1011) AND TPI. ALPINE O g10P• QCONIIEC TORS ARE MADE OF 20GA AS TM A657 GR10 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CO RECTORS TO r„ TOT.LD. 37.0 PSF FAX: 4-299- 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Am ` S'v DUR. FAC. 1 DRAH114GS160A-2. THE SEAL CNN THIS ORATING IIIDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING R E SPOIL SI BI LI T Y SOLELY FOR THE TRUSS COHPONE NT OESI GN SHOWN. THE SUITABILITY AIID USE OF THIS 25 CERTIFICATE OF AUTHORIZATION #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 '03 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" 10- 4-3 Scale=. 25"/Ft. REF R352-- 35095 DATE 08/26/03 DRW SLTUSR352 032381M SLT- ENG WMR SEON- 20268 I JREF- 1S5N352_ZO6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 411309 - KO TOP CHORD 2x4 SP #1 Dense :T3 2x4 SP #2: 120 MPH WIND, 14.68 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. MIND TCOL-5.0 PSF, WIND WEBS 2x4 SP #3 BCDL-5.0 PSF. t SPECIAL LOADS CALCULATED VERTICAL DEFLECTION IS 0.11" DUE TO LIVE LOAD AND 0.12" DUE LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TO DEAD LOAD AT X — 8-6-15. TC From 306 PLF at 0.08 to 209 PLF at 13.64 TC From 54 PLF at 13.64 to 54 PLF at 13.67 5 X 6 = 2X4III TC From 54 PLF at 13.67 to 54 PLF at 22.96 ri BC From 20 PLF at 0.00 to 20 PLF at 22.96 T3 13 A) lx4 "T" BRACE. 80% LENGTH OF NEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 5X4(R) \\\ B) 2x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 16d NAILS @ 6" OC. 6 F- 5X6 A) 10-4-310-4-3 B) B) 2.5X4 t5- A) 0-4-3 9-4-0 2X4 III 2.5X4 = 5X6= 5X4= 4X8 (B3) - 3X4 (R) III 1, 20-0-0 I 2-11-8 1 22-11-8 Over 2 Supports R-2899 U-1022 W-8" R-1573 U-555 W-3.5" PLT TYP. Wave TPI R Design Cri-t: TPI STD FLBC 19.633 CITY: 1 FL 1 R Scale 3125" Ft. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND w A T C L L 20.0 P S F R E F R 3 5 2-- 3509 6BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IIISTITUTE. SB3 O'ONOFRIO DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PE 0.FOR M IIIG THESE FUIICTIONS. UNLESS OTHERWISE 114DICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED r S•ZIFI v/' 4`(l- TC D L 7.0 P S F DATE 0 8 / 2 6 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION STRUCTURAL PA IIELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 N0.42704 BC DL 10.0 PSF DRW SLTUSR 352 03238121PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF t STATE OF BC LL 0.0 PSF SLT-ENG WMRAPOPKA. FL 32703 RIDS (NATIONAL DESIGN PUBLISHED O SEON- 29122 407-299,1522 SPECIFICATION BY THE AMERNCAN FOREST AND PAPER ASS0CIAT 1011) AIID TPI. ALPINE CON NECTOR5 ARE MADE OF 20GA ASTN A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO P,• XORVD'•"* TOT.LD. 37.0 PSFFAX. 407.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII. POS1T1011 CONNECTORS PER S NA1.Et1 D U R F A C 1.25ORANINGS160A-2 THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING u- PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPOMEIIT DESIGN SHOWN. THE SUITABIL ITT AND USE OF THIS CERTIFICATE OF AUTHORIZATION 492113 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERANSE Aug 26 '03 ANSI/TENT IFOR PARTICULAR SPACING SEE ABOVE JREF- 1S5N352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 4113C34 - K/) 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) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VER TO DEAD LOAD A 3X4 (R) \\\ T 2-5-15 1 W3 120 MPH WIND, 15.76 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 BCOL-5.0 PSF. 5X4= 2X4III 8-8 - I_ 2-11-8 18-8-0 Over 2 Supports _ I R-691 U-180 R-691 U-401 W-3.5" 10-4-3 10-4-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 ,® OTY:3 FL 1 R Scale 3125" Ft. WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M AP TIC L L 20.0 P S F R E F R 3 5 2-- 35097BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IXSTITUTE. 5D3 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO: PERF OIT NG THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 4QYI- PtIF1(•'•. Y).'..FjX TIC D L 7.0 P S F DATE 0 8 / 2 6 / 0 3 S MYTH 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 i110.42704 BC DL 10.0 PSF DRW SLTUSR352 03238192ROOFTRUSSDIVISIONPROOUCTS. INC. SHALL NO BE 0.ESPONSIBLE FOR ANY DEVIATION FR THIS DESIGN: ANY FAILURE TO 1 S L T E N G WM R 2722 SOUTH APOPKA BLVD. BUILD THE TR ES IN CONFORMA14CE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND d STATE B C L L O. O P S FAPOPKA. FL 32703 BRAC114G OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF ; Q" 90 SEON- 29131407.299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAIt FOREST AHD PAPER ASSOCIAT1011) AND TPI. ALPINE CONNECTORS ARE MADE OF By THE AS TM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO p.. (`41 OR Q,.•' a TOT. LD. 37.0 PSF FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER SS OfVA1.N D U R F A C 1.25DRAWINGS110A-2. - THE SEAL AN THIS DRANING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RE SP011 SIBI LI7 Y SOLF'LY FOR THE TRUSS COMPONENT DESI GIN SHOW11. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION YY9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 '03 SPACING 24.0" JREF- 1S5N352_ZO6ANSI/TPI 1-1995 SECTION 2. L11304 - n THIS OMG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T3 2x6 SP #1 Dense: SPECIAL LOADS LUMBER DUR.FAC.-1.25 PLATE DUR.FAC.-1.25) TC From 54 PLF at -1.46 to 54 PLF at 17.67 TC From 81 PLF at 17.67 to 81 PLF at 24.67 TC From 54 PLF at 24.67 to 54 PLF at 25.04 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 25.04 TC 13 LB Conc. Load at 17.67 TC 341 LB Conc. Load at 19.04 TC 107 LB Conc. Load at 21.04 TC 181 LB Conc. Load at 23.04 0-4-3 1 T 3X6(A1) LLLi loj 120 MPH WIND, 13.73 FT MEAN HGT, ASCE 7-98. CLOSED BLDG. LOCATED ANYWHERE IN ROOF, CAT I1. EXP B. WIND TCDL-5.2 PSF, WIND BCDL-5.0 PSF. A) 1x4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. CALCULATED VERTICAL DEFLECTION IS 0.10" DUE TO LIVE LOAD AND 0.08" DUE TO DEAD LOAD AT X - 21-3-12. 5X4= 5X4= Lxq ill bxdi- ZX4 III ZX4 III 7-4- IR 4-6-3 14-0-0 25-0-8 Over 2 Supports R- 1163 U-378 W-8" R-1580 U-514 W-3.5" 9- 2-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633- OTY:2 FL 1 R Scale 25" 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 PERFORMING THESE FUNCTIONS. IYI ppt F •••••, T C L L 2 0. 0 P S F R E F R 3 5 2-- 35098 S M YTH LUMBER CO. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD 4" T C D L 7. 0 P S F DATE 0 8 / 2 6 / 0 3 ROOFTRUSSDIVISIOn SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED iu0. 42704 BC DL 10.0 PSF DRW SLTUSR352 03238123 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO I *'L * * 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. IIISTALL114G AND t j APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ; O BC LL 0.0 PSF SLT-ENG WMR 407- 299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY TO Z Q:.p TOT. FAx: 407-299-9153 CONNECTORS EACH FACE OF TRUSS. AII0 UNLESS OTHERHI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•"'••" tiOR10.•' LO. 37.0 PSF SEON- 28646 D U R F A C 1 2 5 FROM MS PROFESSIONALENGINEERINGDRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIIGINEERING HAL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09218 COMPONENTFORANYBUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER NSC PARTICCTIONAug26 '03. ULAR ANSI/TPISPACINGSEE ABOVE JREF- 1S5N352_7.06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR C11304 - K11) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 B2 2x4 SP #1 Dense: SPECIAL LOADS LUMBER OUR.FAC.-1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 21.17 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 21.46 TIC 445 LB Conc. Load at 17.83 A) lx4 #3 OR NAILS @ 6" OC. B) 2x4 #3 OR 16d NAILS @ 6" 0-4-3 C. JI Y L!AI - IJ -4-0 R-966 U-359 W-8" 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP 8, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. CALCULATED VERTICAL DEFLECTION IS 0.05" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD AT X — 8-9-4. 5X4= 7-0- 4- 3X4 (R) III 0-3-8 9-4-0 21-5-8 Over 2 Supports ' I R-1132 U-420 W-3.5" 8-10-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.3125" Ft. WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND% BRACING. REFER TO HIB-91 (HANDLING 11ISTALLIIIG A110 BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFR10 DR.. SUITE 200. MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO PROPERLY ATTACHEDIGHHAVESA w9 Aj IF1(r++'•/ 9 T C L L T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 35099 DATE 0 B 2 6 0 3 S MYTH LUMBER CO. 5TRUC TZAR AL PAIIEL SFUBOTTOMSCHORDE SHALL PROPCRLYDATTACHEDOR IDACEILING. GF, DRW SLTUSR352 0323BI$4 ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J N0.44iO4 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESP014SIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT-ENG WMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN C014FORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING 0% STATE BC LL 0.0 PSF APOPKA. FL32703ANDBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF 90 SEON- 9848 407-299-1522 SPECIF ICATIOH PUBLISHED BY THE AM ER ICAII FOREST AIID PAPER ASSOCIATIOII) AND TPI. ALPINE CONIIECTORS ARE MADE OF 20GA AS TM A653 GRID GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO p• • OR1D.•'\ TOT. LD. 37.0 PSF FAX: 407-299- 9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COIIIIE CTORS PER• 6 S OUR. FAC1. 25 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFES5101IAL ENGINEERING INAIL PROFESSIONAL ENGINEERING CERTIFICATEOFAUTHORIZATION P9218 RESPONSIBILITY SOLE Y FOR THE TRUSS COMPONEIIT DESIGil SHOWN. THE SUITABILITY ANO U 5 E OF THIS COMPONENTjTPI ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A 26 '03 SPACING SEE ABOVE JREF- 1S5N352_Z06 THIS DHG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L 113t34 K1L TOP CHORD 2x4 SP #2 T3 2x6 SP #2: 120 MPH HIND, 13.07 FT MEAN HGT, ASCE 7-98, r. CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 B2 2x4 SP #1 Dense: WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. HIND TCDL-5.0 PSF, WIND WEBS 2x4 SP #3 BCDL-5.0 PSF. t SPECIAL LOADS A) lx4 #3 OR BETTER T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d LUMBER DUR.FAC.-1.25 PLATE DUR.FAC.-1.25) NAILS @ 6" OC. TIC From 54 PLF at 1.46 to 54 PLF at 21.17 BC From 4 PLF at 1.46 to 4 PLF at 0.00 CALCULATED VERTICAL DEFLECTION IS 0.05" DUE TO LIVE LOAD AND 0.04" DUE BC From 20 PLF at 0.00 to 20 PLF at 21.46 TO DEAD LOAD AT X - 7-10-14. TIC 445 LB Conc. Load at 17.83 0-4-3 t 7 5X4= 3X4 (R) III 2. 5X4 (A1) = - - 3X6III a-0-i Lr 15-0-0 J 6-5-8 I R-966 U-359 W-8" 21-5-8 Over 2 Support 0-3-8 9-4-0 R-1132 U-420 H-3.5" 7-10-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 3125" Ft. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 20.0 P S F R E F R 3 5 2-- 35100SWARMING'*• RACING REFER TO HIB-91 (HANDLING INSTALLIIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 O'ONOFR IO OR., SUITE 200. MADIS011. NI 5J719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. TOP Q,M 0 .•P•(IFI '••• w T C D L 7.0 P S F DATE 0 8 6 0 3 S MYTH LUMBER CO. UNLESS OTHERWISE INDICATED. CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAIIE LS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 2 ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a 2 No.i2 04 BC DL 10.0 PSF DRW SLTUSR352 032J8125 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7{ 7 S L T - E N G WM R 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BC L L 0.0O P S FAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S STATE OF ipr 407.2991 522 SPECIFICATION PURL (SHED BY 7HE ANERICAN FOREST AND RAPER ASSOCIATIOII) AND TPI. ALPINE CONNECTORS ARE NA DE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i ti c. OR OP•N TOT. LD. 37.0 PSF SEON- 9883FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS OE SIGII, POSITION CONNECTORS PER•/ D U R F A C 1.25PROFESSIONALENGINEERING ORAW111G5 I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S•rNA1.El1 RESP011 SIBIL IT Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09210 COMPONENTBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERORANY AUg 26 '03SEPARTICULARCTION2. SPACING SEE ABOVE JREF- 1S5N352_Z06 411J64 - K1J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 54 PLF at -1.46 to 54 PLF at 20.88 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 21.46 TC 445 LB Conc. Load at 17.83 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VER TO DEAD LOAD A 0-4-3 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH HIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X4= 2.5X4= 2X4= I, 13-0-0 I 8-5-8 I i< 21-5-8 Over 2 Support R-966 U-358 W-8" 6-10-3 0-3-8 9-4-0 R-1117 U-415 W-3.5" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale=.3125" Ft. HARMING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND aRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED•BY TPI (TRUSS PLATE INST I TUIE. SB3 O'ONOFRIO DR.. SUITE 200. MAD S014, HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOII CONTRACTOR. ALPINE ENGINEERED PRODUCTS. I1IC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO v.•• ••••.• /jj r•• No. 42704 17C '* TC T C BC LL D L DL 20.0 7 10. 0 D PSF P S F PSF REF R352- - 35101 S M YTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 8 / 2 6 / 0 3 DRW SLTUSR352 0323$1 C1 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.299,1 522 FAX' 407-299-91 53 BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HAHOLING. SHIPPING. INSTALLING ANO BRACING OF TRUSSES. THISDESIGNCONFORMS WI TM APPLICABLE PROVISIONS OF NOS (NATIONAL DE SIGII SPECIFICATION PUBLISHED BY 7HE AMERICAN FOREST AND PAPER ASSOCIAT 10NI AHD TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t A • STATE OF ' 9F. 1 % P ' V R,O '•A S NA1.El BC T 0 T LL L D . 0. 0 37. 0 PSF P S F SLT- ENG WMR S E 0 N 9905 OUR F A C . 1.25 PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION 09216 DRAW114GS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE JRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS• COMPONENT TIFORANSECk10NCU AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 '03 SPACING SEE ABOVE JREF- 1S5N352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L113D4 - K19J - • TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.-I.25 PLATE DUR.FAC.-1.25) TC From 54 PLF at -1.46 to 54 PLF at 21.17 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 21.46 TC 445 LB Conc. Load at 17.83 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.06" DUE TO LIVE LOAD AND 0.05" DUE TO DEAD LOAD AT X - 11-1-12. 5X4 0-4-3 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 12.07 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 BCOL-5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2.5X4= 2 X 4 III 5-10-3 0-3-8 9-4-0 2.5X4(A1) 5X4= Q1.4.(j L 11-0-0 I_ 10-5-8 I E 21-5-8 Over 2 Supports R-966 U-359 41-8" R-1132 U-420 W-3.5" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARNING'' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND w p4Q. T C L L 20.0 P S F R E F R 3 5 2-- 35102RAC:HG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5a D'ONOFRIO DR .. SURE 200. WADI SOLI, NI 53719). FOR SAFETY PRACTICES P0.10R TO PERFORMING T+,.....:, pp'(lF1 ••••,II/" CT- S MYTH LUMBER C O. THESE FUNCTIONS. UNLESS OTHERWISE IIICIICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1 %•, V T C D L 7. 0 P S F DATE 0 8 2 6 0 3 ROOFTRu55DIvI510N STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCiS. INC. SMALL NOT BE 0.E SPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN; AIIY FAILURE TO P10. 42704 BC DL 10.0 PSF DRW SLTUSR352 03238127 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATIOG. HANDLING. SHIPPING. INSTALLIIIG AND BRACING OF TRUSSES. THIS WITH S STATE OF p, BC LL 0.0 PSF SLT-ENG WMRAPOPKA. FL 32703 DESIGN CONFORMS APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 9O407.299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD 4 P • fV TOT. FAX: 407-2939153 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTH ERMI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER toilt Q•'C LD. 37.0 PSF SEON- 9901 DRAWINGS 160 Al . THE SEAL ON THIS DRAWING I.D;CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING MN ` D U R F A C 1.25PROFESSIONALENGINEERINGTYRESPONSIBILISOLELYFORTHETRUSSCOMPONENTDESIGNSHDWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AUg 26 '03 ANSI/ TPI 1.1995 SECTION 2. SPACING SEE ABOVE JREF- 1S5N352_Z06 L11J04 - K15 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS IIFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 Lcl-4-0>1 R-750 U-290 I-1=8" V1911M, 120 MPH WIND. 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. CALCULATED VERTICAL DEFLECTION IS 0.02" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD AT X - 9-1-12. 5X4= 2.5X4= 2X4III 17-8-0 Over 2 Support R=638 U-246 4-10-34-10-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:1 FL 1 R Scale 375" Ft. NARITI IIG " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLIIG AND BRACING. REFER TO HIB-91 (HANOLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE III STITU TE. 113 D'ONOFR10 DR .. SUITE 200. MA DI SON. NI "'T . FOR SAFETY PRACTICES PRIOR TO PERFORMIIIG THESE FUNCTIOI15. UNLESS OTHER INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 4 pSIF(••• / l " f; V T C T C L L D L 20.0 7. 0 P S F P S F R E F R 3 5 2-- 35103 DATE 0 8/ 2 6/ 0 3 S M YTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 032381 8ZROOFTRUSSDIVISION IMPORTANT•• FURIIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROMOM THIS OE SIGN: ANY FAILURE TO 2 N0.42704 BC DL 10.0 PSF SLT-ENG WMR2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF BC LL 0.0 PSF APOPv.k FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 4 O w SEON 28893407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AIID PAPER ASSOCIATION) AN O TPI. ALPIIIEBy ASTH GRAD STEEL. EXCEPT AS NOTED. APPLY CONIIECTORS TO P;t Q TOT LD 37.0 PSF FAx: 407-299.9153 CON" CT ORS ARE HA DE OF AG53 GALV. EACH FACE OF TRUSS. AND UNLESS OTHERHI SE LOCATED ON THIS DESIGN. POSITION C01111ECTORS PER ORft•.•' s/"""' D U R F A C 1.25DRAMINGSICAOA-Z. THE SEAL ON THIS DRANING IIIOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ONAI. PROFESSIONAL ENGINEERING 0.ESP.NSIBILITY SOL EJ,Y FOR THE 1IRUS$ COMPONENT DESIGN SHOWN. THE SUITABILITY AIID USE OF THIS SPACING 24.0" JREF- 1S5N352 Z06CERTIFICATEOFAUTHORRAT1ON092.E COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AUg 26 '03 AN" /TPI 1-1995 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L11SO4 - Klb o TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT 11, EXP B, MIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. WEBS 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 1#1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 0-4-3 CALCULATED VERTICAL DEFLECTION IS 0.05" DUE TO LIVE LOAD AND 0.05" DUE TO DEAD LOAD AT X - 7-1-12. 5X6= 2X4III 5X4= 3Xb(Al) 9-4-0 L,1-4-Oy 1, 7-0-0 I_ 10-8-0 I R-1295 U-577 H-8" 17-8-0 Over 2 Supports PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 WARNING-- TRUSSES REQUIRE EXTREME CARE III FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING IIISTALLIIIG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IIISTITUTE. 583 D'0110FRIO OR., SUITE 200. MAGI SON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION " ';IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR All DEVIATION FROM THIS DESIGII: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE III TH TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA• FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN407.299 1 522 SPECIFICATIoil PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407.299.91 53 CONNECTORS ARE HA DE OF 20GA AS' H A " 3 GRAD GALV. S, EEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING OR AHINGS 160 A•Z- THE SEAL ON THIS DRAWING INO ICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMP011ENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIUTIDN#921U COMPONENT FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TP1 1-1995 SECTION 2. O T Y : 1 IFI N0.42704 STATE OF r P,% i s 0 R10P t1W s NAIL Aug 26 '03 R-1422 U-600 FL 1 R - Scale =.375" Ft. TC LL 20.0 PSF REF R352-- 35104 TC DL 7.0 PSF DATE 08/26/03 BC DL 10.0 PSF DRW SLTUSR352 03238129 BC LL 0.0 PSF SLT-ENG /WMR TOT.LD. 37.0 PSF SEON- 9917 DUR.FAC. 1.25 SPACING SEE ABOVE JREF- 1S5N352_Z06 411Jt39 - K1/ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2-10-5 5X4= 2X4III 2.5X4= LE1-4-8>1E1 -7 -8->j 0X8 Lr 2-11-8 _I, 3-8-0 _I 6-7-8 Over 2 Supports— > R-479 U-272 1.1-4" 120 MPH WIND, 17.22 FT MEAN HGT, ASCE 7-98. CLOSED BLDG. LOCATED ANYWHERE IN ROOF, CAT I1. EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. 1 HIP SUPPORTS 3-6-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.00" DUE TO LIVE LOAD AND•0.00" DUE TO DEAD LOAD AT X - 0-0-8. 4-0-9 14-0-0 R=14343 U-180 4-4-1 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:1 FL 1 R Scale 375" Ft. YARN IIIG•• 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, SB3 D'OII)FRIO DR. SUITE 200. MADISOII. YI SD719). FOR SAFETY PRACTICES PRIOR TO P ERF ORMIIIG THESE FUNCTIONS. UIILESS OTHERWISE INDICATE O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAIIELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF iW15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPIIIE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN; ANY FAILURE TO vv`` P v;'••SIFI'•. A r('. N0.4ZiO4 1 y ; 7C C 75 T C T C BC L L D L D L 20.0 7.0 10.0 P S F PSFDATE P S F R E F R 3 5 2-- 35105 0 8/ 2 6/ 0 3 SMYTH LUMBER CO. ROOF TRU55 DIVISION D R W $LTU$R352 03278130 SLT- ENG WMR 2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407. 299,1522 FAX: 407.299.9153 BUILD THE TRUSSES 114 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING A140 BRACING OF TRUSSES. THIS OESIGII CONFORMS WI III APPLICABLE PROVISIOIIS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED RY THE AMER FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GAL . STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER a : STATE OF ;+Q lp O RiCP t 4 OAIAI. E' BC TOT. LD. LL 0.0 37. 0 PSF PSF SEON- 28582 D U R F A C . 1.25 PROFESSIONALENGINEERINGORAWIIIGS 160 A•Z. THE SEAL QN THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE JREF- 1S5N352_ZO6 CERTIFICATEOFAUTHORIZATION49218COMPOIIEIITFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. AU9 26 '03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L11364 - Hlb-LI'LY TOP CHORD 2x6 SP #2 2 Complete Trusses Required BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 NAILING SCHEDULE: 0.131x3.O_g_nai1s) TOP CHORD: 1 ROW @ 10" D.C. SPECIAL LOADS BOT CHORD: 1 ROW @ 12" D.C. LUMBER DUR.FAC.-1.00 PLATE DUR.FAC.-1.00) WEBS : 1 ROW @ 4" o.c. TC From 164 PLF at 0.00 to 164 PLF at 0.17 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 174 PLF at 0.17 to 174 PLF at 10.65 IN EACH ROW TO AVOID SPLITTING. BC From 45 PLF at 0.00 to 45 PLF at 0.32 BC From 162 PLF at 0.32 to 162 PLF at 9.97 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** BC From 45 PLF at 9.97 to 45 PLF at 10.65 TC 188 LB Conc. Load at 0.17, 10.30 120 MPH WIND, 10.67 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II. EXP B. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.06" DUE TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TO DEAD LOAD AT X - 5-6-0. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 5X6 (R) III 3X4= 2X4 III 3X4= 5X6 (R) III T T 1 4-0 TF 1-4-0 1-4-0 9-4-0 5X6 (R) III 3X8= 5X6 (R) III 2X4 III 2 X 4 III 10-7-12 Over 2 Supports R-1938 U-954 1.1-8" R-1896 U-934 PLT TYP. Wave TPI 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 w RA _ T C L L 20.0 P S F R E F R 3 5 2-- 35106BRACMSTING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TO\ PERFORMING iHESEDFUNCTT0 SIODRUNIESSTOTHERNISEE200. DINDICATED. TOPISON. WI ICHORDFSHALLOR FHAVEETY PPROPERLY ARACTICESTTACHED P " I j IOR G( tlFlcw%'/ i T TC D L 7.0 PSF DATE 0 8/ 2 6/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0. 42704 . ROOF TRUSS DIVISION I HP OR TA N T'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR A11Y DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03238131 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND B RAC111G OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS OESIGII STATE OF BC L L 0.00 P S F S L T - E N G WM RAPOPKA. FL 32703 407-299.1 522 NATIONAL SPECIFICAT1011 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0, tO %XC01111ECTORSAREMADEOF20GAASTHA653GRADGALV. STEEL. EXCEPT AS NOTED. APPLY COHIIECTORS TO O R10p.fVt, A TOT . L D . 37.0 P S F S E O N - 9926 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER n• V\ OUR . FAC . 1.25PROFESSIONALENGINEERING DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Xu/, CERTIFICATE OF AUTHORm ATION H9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANYNSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 SPACING SEE ABOVE JREF- 1S5N352_Z06I99 L11364 - Kly THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 120 MPH WIND, 9.96 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. SEE DNGS A12030ECO901 6 GBLLETIN1001 FOR MORE REQUIREMENTS. 2X4 III 6 f-- T T 0-4-3 1-7-11 1-7-11 9-4-0 2 X 4 (A ) 2 X 4 III L<1-4-OY 2-7-0 Over Continuous Support R-101 PLF U-70 PLF W-2-7-0 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL - 1 R Scale =.375" Ft. WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND w T C L L 20.0 P S F R E F R 3 5 2 - - 3 5 1 0 7BRACINGREFERTOHIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7 O'O110FRio DR.. SUITE 2Do. HAOISN- WI 57719)- FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED P d : A'IFI('•, / 4, 1`3. T C OIL 7.0 P S F DATE 0 8 / 2 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4Q. N0.42704 ROOFTRUSS D1vlSlOF1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE i0 BC DL 10.0 PSF DRW SLTUSR352 03238132 SLT- ENG /WMR 2722 SOUTH APOPKA EILVD. BUILD THE TRUSSES IN C014FORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND OF TRUSSES. THIS DESIGN CONFORHS WITH APPLICABLE PROVISIONS OF NOS DESIGN i OF • BC ILL 0.0 PSF APOPKA. FL 32703 BRACING (NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE O •.• S E 0 N - 9931 407.299-1522 CONIIE CT ORS AREMADE OF 20CA ASTH A653 GR AO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0 R O.•' Q T 0 T . L D . 37.0 P S F FAx FA407-299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PE0. smOR.I• \ D U R . F A C . 1 .25 PROFESSIONAL ENGINEERINGDRAWINGS160 A•Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAL RESPONSIBILITY SOLELY FOR THE (TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24. 0" JREF- 1S5N352_ZO6 CERTIFICATE OF AUTHORIZATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AUg 26 '03 ANSI/TPI 1.1995 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IZ113tl4 - KZU) • I TOP CHORD 2x4 SP #3 120 MPH WIND, 9.96 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED ANYWHERE BOT'CHORD 2x4 SP #3 IN ROOF, CAT 11, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. WEBS 2x4 SP #3 2 X 4 III 6f T T 0-4-3 1-7-11 1-7-11 Ir 9-4-0 2 X 4 m 2X4(A1) L<i-4-0>1 2-7-0 Over 2 Supports R-224 U-180 W-8" R-48 U=180 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 QTY:S FL 1 R Scale 375" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M A A- T C L L 20.0 P S FBRACINGREFERTOHIO-91 (HAIIDL IIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERF ORHING THESE FUNCTIONS. U11lE SS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 1^'" •wASIFIr•_'• 3 V C4* T C D L 7.0 P S F R E F R 3 5 2-- 35108 DATE 0 8 / 2 6 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•' FUR II ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t NO.4 704 BC DL 10.0 PSF DRW SLTUSR352 03238133 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT-ENG IdMR 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE STATE OF 'pz BC LL 0.0 PSFAPOPKA. FL 32703 PROVISIONS OF NOS (NATIONAL DESIGN SEQN- 28708407299,1522 SPECIFICAT1011 PUBLISHED BY THE AERICAN FOREST AND PAPER ASSOCIAT 1011) AND TPI. ALPINE CONNECTORS oll NAOE OF 20GA ASTHMA 65] GRAD GALv. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O •'R P AV TOT. LD. 37.0 PSF FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION C01411ECTORS PER s/ONAII OUR. F A C 1.25DRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRAOFESS1014AL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIll DESIGN SHOWN. THE SUITABILITY A110 USE OF THIS CERTIFICATE OF AUlHOR17ATION 99218 COMPONENTANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AL 26 '03 SPACING 24.0" JREF- 1S5N352_Z06 LliJ64 - NZ1-ZPLT THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 1.97 TC From 178 PLF at 1.97 to 178 PLF at 3.92 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 3.92 BC 1897 LB Conc. Load at 2.73 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.01" DUE TO LIVE LOAD AND 0.00" DUE TO DEAD LOAD AT X — 2-1-6. 4X6_ 2X4III 6 F— T 0-4-3 1 4-0 9-4-0 2.5X4111 2.5X4= 2X4(Al ) _ L<1-4-O>1 1_1-11-10-1_ 1-11-6_1 3-11-0 Over 2 Supports_- R-946 U-466 W-8" R-1563 U-770 2 Complete Trusses Required NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 4" o.c. 14EBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 9.81 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. T 1-4-0 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 375" Ft. WARN ING TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAOISON. HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED TRUC TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT1011 FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN COIIF ORMANCE WITH TPI; OR FABRICATING. HAIIDLIMG. SHIPP IIIG. INSTALL IHG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AIID PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NADE OF 20GA ASTM A61 GRAD GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Rw - rj j Ar :•QVIC" i 13 ; fT- ••.• f G ( No.42704 STATE OF ;• 5,: Q:•• / tf,, OR,.•• T C TC BC BC TOT.LD. ILL D L DL LL 20.0 7.0 1D.D 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 35109 S MYTH LUMBER C O. ROOF TRUSS DIVISION 2722 SOUTH APDPKA BLVD. APOPKA, FL 32703 407.299.1522 FAx 407-299.9153 DATE 0 8 / 2 6 / 0 3 DRIB SLTUSR352 032381}4 SLT-ENG WMR SEON- 9943 DUR f A 1 25PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLE Y FOR THE JRUSS CONPOIIE NT DESIGN SHORN. THE SUITABILITY AND USE OF THIS VIQNALt SPACING SEE ABOVE JREF- 1S5N352_Z06 CERTIFICATE OF AUTHORIZATION 09218 COMPONENT1FO99ANSE IOIICZLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AUg 26 '03 L 113041 - KLC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 0-4-3 2 X 4 III T 2-3-11 9-4-0 1 I Lc1-4-OY 3-11-0 Over 2 Supports R-260 U-180 H-8" R-111 U-180 120 MPH HIND, 10.30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANY14HERE IN ROOF, CAT II, EXP B, HIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 QTY*:5 FL 1 R WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALL114G AND BRACING REFER TO NIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PM1^ TIC L L 20.0 P S F INSTITUTE. SB3 O'ONOFR IO OB .. SU17E 200. NADIS011. NI 53719), FOR SAFETY PRACTICES PRIOR TO'•t PERFOR NING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CH SHALL HAVE PROPERLY ATTACHED IFI '•. 4j•'. T C D L 7.0 P S F S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FUR II ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 NO. RZ%O4 BC OL 10.0 PSFROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPMA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 1ID5 (NATIONAL DESIGN fit STATE Ott F :pc B C L L 0.0 P S F 407.299.1522 SPECIFICATCONNECTORSIAREPHADE OFBLISHED20GATASTHMA653ERICAGRAORESTGALYhND PAPER STEEL. EXCEPTIASINOTEDIID TPIAPPLYALPI ME CONNECTORS TO 9OS• QR ON:•••v TOT.LD. 37.0 PSF FAx: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OUR FAC 1.25DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INN ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERI14G S NA'LPROFESSIONALENGINEERINGRESPonSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AIID USE OF THIS CERTIFICATE OF AUTHORIZATION 892113 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEA Aug 26 '0 ANSI/TPI I.1995 SECTION 2. SPACING 24.0" T 2-3-11 1 Scale=.375"/Ft. REF R352-- 35110 DATE 08/26/03 D R W SLTUSR352 03238135 SLT-ENG /WMR SEQN- 28711 JREF- 1S5N352_Z06 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. tL11,304 - KCd) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DNGS A12030ECO901 8 GBLLETIN1001 FOR MORE REQUIREMENTS. 0-4-3 2Y4 m L<1-4-0>J 2X4 III 2 X 4 III 3-11-0 Over Continuous Support R-92 PLF U-57 PLF W-3-11-0 T 2-3-11 9-4-0 1 120 MPH WIND, 10.30 FT MEAN HGT, ASCE 7-98. CLOSED BLDG. LOCATED ANYWHERE IN ROOF, CAT II, EXP B, MIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. T 2-3-11 i PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 ,® 0TY:1 FL 1 R - Scale =.375" Ft. WARNING TRUSSES REOUIRE EXTREME CARE III FABRICATION. HANDLING. SHIPPING. INSTALLING ANDPMBRACING. REFER TO HIB-91 (HANDLING 114STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. $53 O'ONOFRIO DR.. SUITE 200. MADISON. HI 53719). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. CHORD SHALL HAVE PROPERLY ATTACHED eIje. VySIFI •'••,• 3 r ,•.• 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-- 35111 DATE 0 8 / 2 6 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION NSTTOPSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7 A I NO•yZ704 BC DL 10.0 PSF DRW SLTUSR352 03238136 2722 SOUTH APOPKA BLvD. PRODUCR SAIL I IIC. SHALILI NOTA BEO RESPOIISIBLE FORGH ANY EVI ATI ON FROMII THIST DESIGN; ANYIIE FAILUIREE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7 SLT-ENG 4JMRBRACINGOFTRUSSES. THIS DESIGN CONFOR NS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Al STATE OF BC LL 0.0 PSFAPOPKA. FL 32703 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE j 90 SEON 28714407.299.1522 CONNECTORS ARE HADE OF 20GA AS TM A653 GRAD GALV. STEEL. EXCE P7 AS NOTED. APPLY CONIIE CTORS TO OR OP• TOT. LD. 37.0 PSF FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATEDATEO ON THIS DESIGN. POSITION CONNECTORS PER SS'? D U R F A C 1DRAWINGS160A-2. THE SEAL 0" THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIORAL ENGINEERING IVA1, PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE SI GII SHON11. THE SUITABILITY AND USE OF THIS 25 CERTIFICATE OF AUTNORTLATION 119218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/I.1995 SECTION 2. Aug 26 'o SPACING 24.0" JREF- 1S5N352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. C11JOq - KC9J TOP CHORD 2x4 SP #2 120 MPH WIND, 22.47 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, IJIND WEBS 2x4 SP #3 BCDL-5.0 PSF. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X - 10-8-0. 0-4-3 5X4= 2X4 (Al) = V 2X4 (Al) QI-4-(- 0 Q1-4-0 I. 10-8-0 _ L 10-8-0 I 21-4-0 Over 2 Supports R-879 U-473 W-4" R-862 U-465 W-4" 5-8-3 0-4-3 19 -14 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:6 FL 1 R - Scale=.3125" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I HSTITUTE, SBJ D'ONOFRIO OR., SUITE 200. WADI SON, NI 5J719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIOIIS. UNLESS OTHERWISE INDICATED. TOP CNORD SHAD HAVE PROPERLY ATTACHED JYe` •' / 1 3 T C T C L L D L 20.0 7. O P S F P S F R E F R 3 5 2-- 35112 DATE 0 8 / 2 6 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE PROPERLY G'CJ-%, A ATTACHED RIGID CEILING. IMPORTANT•• N0.42704 ROOFTRUSSDIVISION FUR IIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.000CTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO T 117 BC DL 10.0 PSF DRIB SLTUSR352 03238137 2722 SOUTH APOPKA BLVD. APOPIfA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q : STATE OF ;• Q" B C L L 0. O P S F S L T - E N G / WM R SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST 9O ', S E O N 28650 407-299-1522 AND PAPER AS 50C IATION) AIID TPI. ALPINE CONVECTORS ARE MADE OF 20GA ASTM A65J GR10 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ti 0g10P:•( T 0 T L D 37.0 P S FFAX: 407-299 91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII. POSITIO14 CONNECTORS PER ss/ONA EN D U R F A C 1.25PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION 41921B RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIIT DESIGII SHOWN. 1HE SUITABILITY AND USE OF THIS COMPONENTANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CTION 2. AUg 26 '03 SPACING 24. D" JREF- 1S5N352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. L113134 - KC7J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 22.47 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, 14IND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X - 10-4-0. 0-6-3 V 2.5X4 5X4= 4-O j I, 10-4-0 _I_ 10-8-0 _I cz 21-0-0 Over 2 Support R-770 U-363 W-4" R-865 U-471 W-4" 0-4-3 19-9-14 5-8-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:4 FL 1 R Scale 3125" Ft. BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1 NSTITUTE, SB3 D'OIIOFRIO DR.. SUITE 200, MAD: S011. MI 53719). FOR SAFETY PRACTICES PRIOR TO WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDA2tpPERFORNII16THESEFUNCTIONS. UNLESS OTHERHI SE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILIIIG. 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 PS FIC4 TC 0.42%4 17S * ;* T C L L DL BC DL 20.0 7.D 10.0 P S F PSF P F R E F R 3 5 2-- 35113 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 08/26/03 DRW SLTUSR352 03238138 SLT-ENG WMR 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299.1522 BUILD THE TRUSSES IN COMFORMA14CE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AHD BRACIIIG OF TRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAT ONAL DESIGN SPECIFICA T1011 PUBLISHED BY THE AM ER ICAN FOREST AIID PAPER ASSOCIATION) AND TP 1. ALPINE CONNECTORS ARE HADE OF 2OGA AST. A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q : STATE OF ;• A t, 9Qy'C( OI,Q f'•v A'ti BC LL TOT.LD. 0.0 37.0 PSF PSF SEON- 28657 FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITIOII CONNECTORS PER ss/NA D U R . F A C . 1 .25PROFESSIONALENGINEERING DRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 092:0 COMPONENT FOR ANY 4RTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AMSI/TPI 1.1995 SECTION 2 Aug 26 '03 SPACING 24.0" JREF- 1S5N352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 111364 - KZb TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X — 10-8-0. 0-6-3 2.5X4 8-8-0 5X4= 5X4= 3-4- 120 MPH WIND, 22.06 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. L-'-I.0—i 21-0-0 Over 2 Supports R-770 U-365 W-4" R-865 U-473 W-4" 4-10-3 0-4-3 19-9-14 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 oan 0TY:1 FL 1 R Scale 3125" 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-- 35114BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE D'ONOFRIO DR.. PERFORMING THESE FUNCTIONS. SUITE p TIONS. UNLESSOTHERWISEINDICATED. TOPISON. WI IFSAFETYOR PRACTICES CHOROSMALLHAVEPROPERLYATTACHED T C D L 7.0 P S F DATE 0 8/ 2 6/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4 PjIF'% d DRW SLTUSR352 03238139 ROOF TRUSSDIVISIONIMPORThNT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EflGIIIEEREO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO j NO•ii%04 1 BC DL 10.0 PSF SLT-ENG 4JMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF BC LL D. D PSF APOPKA, FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN j S E O N 28674 407.299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ASTM Q/// '', 0 R10P:• TOT L D 37.0 P S F FAJC 407- 299 91 53 20GA A653 GR40 GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS. Allp UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER y•ti, 1t•• S NAI.EN OUR FAC 1 25 DRAWINGS 160A- I.THE SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE Or AUTHORIZATION 0921 El COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OM Aug26 D3ANS SPACING 24.0" JREF- 1S5N352_Z06 ONENTlFOR99ANY CTION2. 411364 - K2/ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X — 10-8-0. 0-4-3 5X4= 120 MPH WIND, 22.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4= 2X4(A1) = 2X4(A1) _ Q 4-(0-4-0y--m 9-0-0 0-0 i -r= 21-4-0 Over 2 Supports R-879 U-475 41-4" R-862 U-467 W-4" 4-10-3 0-4-3 1 -14 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:1 FL 1 R Scale 3125" Ft. WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND w-A T C L L PBRACING. REFER TO HIB-91 (HANDLING INSTALLING AIID BRACIIIG), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MA DI SOH. MI 53119). FOR SAFETY PRACTICES PRIOR TO P ERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED A+,,.....• •49 p" Fl(`••/w 4J- ,% O T C D L 20.0 7. 0 S F PSF R E F R 3 5 2-- 35115 DATE 0 8 2 6 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Irv: I DRW SLTUSR352 032381A0ROOFTRUSSDIVISIONIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO•iZ7O4 gC DL 1O. O PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 76 7f 7C 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACIIIG OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN 0 STATE OF ;• BC LL O.O PSF SLT-ENG WMR 407- 299,1522 SPECIFICATION PUBLISHED 8Y THE AHERICAN FOREST AND PAPER ASSOCIATION) AIID TPI. ALPINE CONNECTOR$ ARE MADE OF 20GA AST. A113 A, 0 ••'OR10 •v FAX. 407.299.9153 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLYONNE CT CONNECTORS TO FA E PER ATHENDUSEALLESSTOT. LD. 37.0 PSF SEON- 28669 D U R . F A C . 1.25 PROFESSIONAL ENGINEERINGAWINGSEACHONOTHERWISE OR 160ARZ- DRAWINGLOCATED INDICATESSACCEPTANCE0OFTION PROFESSIONALENGINEERINGRESPOHSIBILITY FOR THE tRUSS ONA1.E CERTIFICATE OF AUTHORIZATION N9218 SOLR COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 ANSI/TPI1-1995 SECTION 2. SPACING 24.0" JREF- 1S5N352 ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR L113tl4 - KZb) TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: T3 2x4 SP #1 Dense: BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 21.56 FT MEAN HGT. ASCE 7-98. CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.09" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X - 10-8-0. 0-4-3 5X10= 2 X 4 III LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-I.25) TC From 54 PLF at -1.46 to 54 PLF at 22.80 SC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 21.33 BC From 4 PLF at 21.33 to 4 PLF at 22.80 TC 163 LB Conc. Load at 12.27 TC 377 LB Conc. Load at 14.33 BC 852 LB Conc. Load at 11.06 BC 73 LB Conc. Load at 12.27 BC 396 LB Conc. Load at 14.33 6X8 (R) /// 3X6(A1) = """' `' """ 3X8(A1) _ L_l 4 (yam 0 Q1 4.0 L. 7-0-0 _I_ 7-4-0 _L 7-0-0 _I R-1647 U-872 W-4" 21-4-0 Over 2 Supports R-1956 U-1041 W-4" 0-4-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TC ILL 20.0 P S F R E F R 3 5 2-- 35116BRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBl O'ONOFRIO DR., SUITE 2CO. MADIlON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED SfiFI w T C D L 7.0 PSF DATE 08/26/03 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED AIGID CEILING. 04 TROOFTRUSSDIVISION IHPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IN SHALL I10T BE RESPONSIBLE FOR AIIY DEVIATION FROM THIS DESIGN: AIIY FAILURE TO_ 1BC 77t{ 2722501TTHAPOPKABLVD. DL 10.0 PSF DRW SLTUSR352 03238141 APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN F ; Bl. LL D.D PSF SLT-ENG I'JMR 407.299.1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIII P•• FAx: 407.299-9153 CONNECTORS ARE MADE OF 20GA ASTM A65J GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO. EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER vPROFESSIONAL TOT. LD. 37.0 PSF SEON- 31673 U R F A C 1.25DRAWINGS160A•2.THE SEAL ON THIS DRAWING INDICATESACCEPI.ICE OF PROFESSIONAL ENGINEERINGDENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCON, 0NENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17:ATION N9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 '03 SPACING 24.0" JREF- 1S5N352_ZO6 ANSI/TPI 1-1995 SECTION 2. L11:ftl4 - KZ9 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-6-3 V 7 5X4( 4X8= 2 X 4 III 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP 8. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.09" DUE TO LIVE LOAD AND 0.08" DUE TO DEAD LOAD AT X - 10-4-0. 4X8= L-i-4-Oj I, 6-8-0 _ L 7-4-0 _I, 7-0-0 _I E 21-0-0 Over 2 Supports R-1505 U-732 W-4" R-1606 U-809 W-4" 0-4-3 3-10-3 19-9-14 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 smunamm, OTY:1 FL 1 R Scale 3125" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIIIG. REFER TO NIB-91 (HANDLING I1STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IIISTITUTE. 5B3 O'OITOFRIO OR.. SUITE 200. MA0I SON, WI 5J T19). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCT 1011S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED P A PjIFI `•'•. 1'3'•(i 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-- 35117 DATE 0 8 2 6 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ci IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENG114EERED No. 42704 BC DL 10.0 PSF DRW SLTUSR352 03238142ROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN COIIFORMANCE WI1H TPI; OR FABRICATING. HANOL111G. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN d STATE OF • BC LL 0.0 PSF SLT-ENG iR 407.299-1522 SPEC IF IC AT101T PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND T. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. 5TEEL. EXCEPT AS NOTED APPLY CONNECi0R5 70 O • A% P •• TOT. AD. 37.0 PSF SEON- 31689 FAx: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGIT, POSITION CONNECTORS PER y0R 0.••• n•... ..... S NAL OUR FAC 1.25DRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG114EERING PRDFISSIONALENGINEERING RESPONS181LITY SOLELY FOR THE JRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF AUTHORIZATION 99218 COMPONENT FOR ANY FOARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AUy 26 '03 ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE JREF- 1S5N352_ZO6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L11Jtl4 - KSU) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.01" DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT X - 5-11-8. 0-4-3 1 120 MPH WIND, 21.22 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED ANY14HERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 5X4= 2.5X4 (R) III 6 F- 3-2-3 19-9-14 2. 5X4 = 2X4 III 2X4(A1) L<1-4-0-0- 4-0 5-8-0 5-4- i z 11-0-0 Over 2 Supports R-517 U-293 W-4" R-378 U-206 3-2-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 am 0TY:1 FL 1 R Scale 375" Ft. WARIIING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACIIIG. REFER TO HIB-91 (HAIIDLING INSTALLIIIG AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE I IISTI TUTS. SO D'ONOFRIO DR., SUITE 200. MA DI SON• YI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORM114G THESE FUNCTIONS. UNLESS OTHERHISE INDICATED. TOP CH00.D SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M A 49 c- c'•, w'.-t`- '7".'.`iA G 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-- 35118 S MYTH LUMBER CO. DATE 0 8/ 2 6/ 0 3 DRW SLTUSR352 03238143ROOFTRUSSDIVISION 2722 SOI/TH APOPKA BLVD. APOPKA, FL 32703 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 CONFORHA14CE HI TH TPI: OR FABRICATING. HANDLING. SHIPPING. IIISTALL114G AND BRACIIIG OF TRUSSES. THIS DESIGN COIIFORMS WITH APPLICABLE PROVISIONS OF AIDS (NATIONAL DESIGN i No.42704 '.* i STATE OF BC BC DL LL 10.0 0.0 PSF PSF SLT-ENG WMR 407 299-1522 FAx: 407.299.9153 SPECIFICATION PUBLISHED BY THE AHER[CAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED Off THIS DESIGN. POSITION CONNECTORS PER O ••OR QP•'c. s •'••-• TOT LD. 37.0 PSF SEON- 31650 OUR FAC . 1.25PROFESSIONALENGINEERING DRAWIIIGS 1'0 A•2-THE SEAL ON THIS URAWIIIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOIIS IB I LITY SOLELY FOR THE TRUSS COMPONENT DE SI GII SHOWN. THE SUITABILITY AND USE OF THIS s/aNAl. CERTIFICATE OF AUTHORIZATION 0921E COMPONENT FORANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AU9 26 '03 SPACING 24.0" JREF- 155N352_7.06 L11Jb4 - KJ1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 21.06 FT MEAN HGT, ASCE 7-98. CLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-4-3 L<1-4-0>1 CALCULATED VERTICAL DEFLECTION IS 0.01" DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT X - 5-10-4. 5X4= 5X4= 2 X 4 III 1-0-0 5-0-0 _1_ _1_ 5-0- 11-0-0 Over 2 Supports R-497 U-301 W-8" R-398 U-188 0-4-3 f 19-9-14 2-10-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale =.375" Ft. YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRAC IIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I IISTITUTE. 583 O'OIIOFRIO DR.. SUITE 200. NAOISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S IFI'•. 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-- 35119 DATE 0 8 / 2 6 / 0 3 S M YTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03238194 ROOFTRUSSDIVISIONIMPORTANT" FUR ISM 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 t NO.42704 S BC DL 10.0 PSF 2722SOUTHAPOPKABLVD. BUILD THE TRUSSES I11 CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALL IIIG AI10 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL BE1GN Q STATE OF l J BC L L 0.0 P S F S L T - E N G / WM R APOPMA. FL32703SEQN- 31653 407-299- 1522 SPECIE ICAT10W PUBLISHED BY THE AHERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OAA'•ORIOP• v TOT AD. 37.0 PSF FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER s/DNA1. D U R F A C 1.25 DRAWINGS 160A-2. THE SEAL 011 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORRATION w9218 RE SPOHSIDIL I TY SOLELY FOR THE ;BUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANo USE OF THIS COMPONENT FOR ANY FFARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING BE SI CANER. PER ANSI/TPI 1-1995 SECTION 2. Aug 26 '03 SPACING 24.0" JREF- 1S5N352_ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. Ll EJ04 - K3C TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 20.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 0-4-3 1 HIP SUPPORTS 3-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.01' DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT X - 7-10-4. 5X4= 4 X 6 =— Lcl-4-O>1 I, 3-0-0 _I, 5-0-0 _I_ 3-0-0 _I R-535 U-275 W-8" 11-0-0 Over 2 Supports R-440 U-200 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 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 E. IMST ITUT583 D'ONOFRIO DR.. "" " 200. X".'SON' MI 53719). FOR SAFETY PRACTICES PRIOR TO P ERF ORMIIIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTAC HE0 S M YTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407.299. 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAx: 407. 299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-2- THE SEAL ON THIS DRAWING INDICATES ACCEPT AIICE OF PROFESSIONAL ENGINEERING RE SP011 SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 0-4- 3 19-9- 14 erj i No. 42704 o STATE OF 90ti OR10P'` soWEEt Aug 26 ' 03 Y:1 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOV' T 1- 10- 3 i Scale=. 375"/ Ft. REF R352-- 35120 DATE 08/ 26/03 O R W SLTUSR352 03238145 SLT-ENG / WMR SEON- 31655 JREF- 1S5N352 Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L11J04 - KJJ TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 21.92 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCOL-5.0 PSF CALCULATED VERTICAL DEFLECTION IS 0.01" DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT X — 3-11-4. 0-4-3 2 X 4 III 2X4(A1) _ I< — 7-0-0 Over 2 Supports R-882 U-420.W-4" R-852 U-427 3-10-3 19-9-14 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.-1.25 PLATE DUR.FAC.-1.25) TC From 54 PLF at 0.00 to 54 PLF at 7.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC 440 LB Conc. Load at 1.73 BC 398 LB Conc. Load at 3.73 BC 378 LB Conc. Load at 5.73 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 oss OTY:1 FL 1 R WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IDI (TRUSS PLATE P . •••• IQ T C L L 20.0 P S F INSTITUTE. 583 D'01IOFRIO OR SUITE 200. MAOISOII, YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORM IIIG THESE FUNCTIONS. UNLESS OTHERWISE 111DICATE D, TOP CHORD SHALL HAVE PROPERLY AT CH S1f1._.•'f''wk T C D L 7.0 P S F S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A J NO.42%O4 ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIIGIIIEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C BC DL 10.0 PSF 2722 SOUTH APOPMA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t STATE OFQy BC ILL 0.0 P S FAPOPKA. FL 32703 BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1522 SPEC IFICAT1011 PUBLISHED BY THE AMER ICAN FOREST AHD PARER ASSOCIATION) AND TPI. ALPIIIE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO QA•OR,OP:A(/ t1 T 0 T L D 37.0 P S FFAX: 407-299.91 53 EACH FACE OF TRU55. AND UNLESS OTHERHI SE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER r„- „ VAr NALE OUR FAC 1DRAWINGS160A-2. THE SEAL ON THIS DRAWING IIIDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE 2R USS COMPONE III DESIGN SHOWN- THE SUITABILITY AND USE OF THIS 25 CERTIFICATE OF AUTHORIZATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RE SP01151BILITY OF THE BUILDING DESIGNER. PER Aug 26 D3 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" 3-10-3 Scale=.375"/Ft. REF R352-- 35121 DATE 08/26/03 D R W SLTUSR352 03238146 SLT-ENG WMR SEON- 31657 JREF- 1S5N352_ZO6 b4 - K3U) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. CALCULATED VERTICAL DEFLECTION IS 0.09" DUE TO LIVE LOAD AND 0.08" DUE TO DEAD LOAD AT X — 10-9-0. 3 0-4-3 1 T 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, NOT'LOCATED NITHIN 4.50 FT FROM ROOF EDGE, CAT 1I. EXP B. WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF. 5 X 6 =— 2X4 III 3X4 (R) III OPTIONAL INTERIOR BEARING 1-4-0 y L, 20-0-0 _I_ 13-3-8 J 33-3-8 Over 2 OR 3 Supports R-1326 U-370 W-8" R-995 U-300 W-8" R-1218 U-399 W-3.5" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:6 F-L 1 R 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 wM TIC L L 2 0.0 P S F INSTITUTE. SB3 O'0110FR10 DR.. SUITE 200. MADISON. MI 53719). FOR SAFETY PRACTICES PRIOR TO PERF ORMIHG THESE FUIICTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED PSIFI(`'"... T C D L 7.0 P S F S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V j ROOF TRUSS DIVISION IMPORTANT•` .FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDIIIEEKED i No. 42704 BC DL 10.0 PSF 2722 SOUTH APOPKA BLvD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 1 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS DESIGN t STATE OF J B C L L 0.0 P S FAPOPKA. FL 32703 NATIONAL SP ICAT1011 PUBLISHED BY THE AMER ICAN FOREST AND PAPE0. ASSOCIATION) AND TPI. ALPINE k OR1OP•``• 407-299-I 522 FAx: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASIM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS DINERNI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER s NAL TOT. LO. 37.0 PSF D U R F A C 1.25DRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOMR. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" 10-4-3 Scale=.1875"/Ft REF R352-- 35122 DATE 08/26/03 DR W SLTUSR352 03238147 SLT-ENG /WMR SEON- 20219 JREF- 1S5N352_ZO6 L11Jb4 - KJ/ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) Ix4 "T" BRACE. 801% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. CALCULATED VERTICAL DEFLECTION IS 0.02" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD AT X — 10-0-0. 0-4-3 V T 5X6= 120 MPH WIND, 13.82 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. 2X4 III 2. 5X4 (R) III 9-4-3 9-4-0 5X4= 2X4III 2.5X4 (Al) 1-4-0 10-4-0 I TA -n -n rz 33-3-8 Over 3 Supports _I R=647 U-180 W-8" R-976 U-328 W-8" R-921 U-291 1.1-3.5" 9-4-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:1 FL 1 R Scale 1875" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALL114G AND Rw- T C L L 2 0 P S F R E F R 3 5 2-- 35123BRACING. REFER TO HIE-91 (HANDLING INSTALLING AUD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 O'ONOFRIO OR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO aM Y/j p•IF1 '•. / Cl- T C OIL 7.0 P S F DATE 8 2 6 D 3 S LUMBER CO. PERFORMING THESE FUIICTI011S. UNLESS OTHERMISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED V % MYTH STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.42704 BC DL 1D.D PSF DRW LTU $R 3S2 03238148ROOFTRUSSDIVISIONDRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT-ENG I'IMR2722SOUTHAPOPKAEBLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 i STATE OF BC ILL D. D PSF APOPKA, FL. 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED EY THE AHERICAtI FOREST AND PAPER ASSOCIATION) ACID iPl. ALPIIIE O •.^- P;• SEON- 20191407-2931522 COIIMECTORS ARE MADE OF 20GA ASfM A657 GRAD GALV. STEEL. EYCEPT AS NOTED. APPLY CONNECTORS TO OR10,,•' TOT. LD. 37.0 PSF FAX: 407.299.9153 EACH FACE OF TRUSS. AND UNLE55 OTHERWISE LOCATED ON THIS OE SI GN. POSITION C0NHEC TORS PER c NNft D U R F A C 1DRAWIIIGS160A-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPOUSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIG14 SHOWN. THE SUITABILITY AND USE OF THIS 25 CERTIFICATE OF AUT)IORIZATION 09216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 SPACING 24.0"' JREF- 1S5N352_ZO6ANSI/TPI 1-1995 SECTION Z. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 4113O9 - K3C TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 I(A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES 8 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. CALCULATED VERTICAL DEFLECTION IS 0.02" DUE TO LIVE LOAD AND 0.01" DUE TO DEAD LOAD AT X - 24-7-12. 0-4-3 1 T 120 MPH WIND. 13.32 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. 5X6= 2.5X4= 5X4= 2X4III 2.5X4% 6 r (A) (A) (A) 5X4% 8-4-3 9-4-0 5X4= 3X8= 5X4= 2.5X4(A1) 1-4-0 10-4-0 1, 16-0-0 _I_ 17-3-8 R-393 U-180 W-8" 33-3-8 Over 3 Supports R-1323 U-429 1•1-8" R-829 U-257 W-3.5" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 WARNING•• TRUSSES REOUIRE 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. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMI IIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION •IMPORTANT" FUR II ISM A COPY OF THIS DESIGN TO THE 1115 TALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATIO14 FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES THIS OE SIGN CONFORMS WITH APPLICABLE PROVIS1011S OF NOS (NATIONAL DESIGII 407-299.1 522 SPEC IF IC AT ION PUBLISHED BY THE AM ER IC All FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX. 407.299.91 53 CONNECTORS ARE NA DE OF 20GA ASTM A653 GRAD GAL v. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL EHGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COHPONE117 DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF AUTHORIZATION 09218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A11S1/TPI 1-1995 SECTION 2 OTY:1 IFIy/ i No.42704 STATE OF 90 : 10 ORIOP't1 NAL. Aug 26 '03 FL/-/1/-/-/R/- TC ILL 20.0 PSF TC OIL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 8-4-3 Scale=.1875"/Ft. REF R352-- 35124 DATE 08/26/03 DR W SLTUSR352 03238149 SLT-ENG /WMR SEON- 20187 JREF- 1S5N352 ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 411.504 - rclYJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 "T" BRACE. 80X LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. CALCULATED VERTICAL DEFLECTION IS 0.02" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD AT X - 20-1-10. 0-4-3 t T 5X6= 120 MPH WIND, 12.82 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. 2.5X4= 5X4= 2.5X4= 5X4= 2X4III 2.5X4 (A1) 1 4 0 10-4-0 I I 14-0-0 I 19-3-8 I LE 33-3-8 Over 3 Supports R-369 U-180 W-8" R-1357 U-429 1.1-8" 7-.4-3 9-4-0 R-819 U-251 41-3.5" 7-4-3 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:1 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALL114G AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB] D'ONOFRIO DR .. SUITE 200. MADI SON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P0.000C TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1F C,q••'• r•. NO.42%O4 T T C T C BC L L D L DL 20.0 7 .0 10.0 P S F P S F PSF R E F R 3 5 2-- 35125 DATE 0 8 / 2 6 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIv1Ei10N DRl•J SLTUSR352 03238150 SLT-ENG WMR2722SOUTHAPOPKABLvD. APOPKA. FL 32703 407.299,1 522 FAx: 407.299.91 53 BUILD THE TRUSSES 114 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 ASTN A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 . STATE OF ;ram Lt'• v 9OAA•• O R%..Dcy'e„ r sl/fVALEN BC TOT LL L D . 0.0 37.0 PSF P S F S E 0 N 20177 D U R F A C . 1.25PROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL T; THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIIIG RESP011 SI B ILITY SOLEBY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS N SPACING 24.0" JREF- 1S5N352 Z06CERTIFlCATEOFAUTHORIZATION99218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1.1995 SECTION 2. - Aug 26 '03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L 11 J04 - K4U TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 ISEE DI•!GS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 0-4-3 y T 5X4= 120 MPH WIND, 12.32 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 5 X 4 6-4-3 9-4-0 5X4= 5X4= 2.5X4(A1) 1-4-0 L 12-0-0 _1_ 20-11-8 _I 32-11-8 Over Continuous Support R-76 PLF U-23 PLF W-32-11-8 6-4-3 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 mm 0TY:1 FL 1 R Scale 1875" Ft. WARN ING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. MANDLING. SHIPPING, INSTALLING ANDUNo.42704 T C L L 20.0 PSF REF R352-- 35126BRACING. REFER TO HIB-91(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE..:, II15T1 TOTE. 5BJ D'ONOFRIO OR .. SUITE 200. WADISON, NI 53719). F00. SAFETY PRACTICES PR IOA TO P1 .., / PERFORMING DL 7.0 PSF DATE 08/26/03 SMYTH LUMBER CO. THESE FUNCTIONS. UNLESSOTHERWISE INDICATED. TOPCHORD SMALLHAVE PROPERLY ATTACHED'7';TC PANELS. DIVISION STRUCTURAL BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.t IMPORTANT• FURIIISHA COPY OFTHIS DESIGN TO THEINSTALLATION CONTRACTOR. ALPINE ENGINEERED Z704 Ei00FTRU55 BC DL 10.0 PSF DRW SLTUSR352 03238151 PRODUCTS. INC. SHALL NOT BE BESPOIISIB LEFOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO772722 SLT-ENG WMR 407.299-1522 SOUTH APOPKA BLvO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANDBCBRACINGOFTRUSSES. THIS CONFORMS WITH PROVISIONS E OF LL D.0 PSFAPOPKA, FL 32703 DESIGN APPLICABLE OF NDS (NATIONAL DESIGN PECIFICATIDII SEON- 20065 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEQ. NADE OF 20GA ASTM A65J GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TOCONNECTORSARE R 0 •'• TOT. LD. 37.0 PSF FAX' 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THISDESIGN. POSITION CONVECTORSPER•'•"•`\ PROFESSIONAL OUR. F A C 1.25DRAWINGS160A-2.THE SEAL ON THIS DRAWING INDICATES ACCEPTA14CE OF PROFESSIONAL ENGINEERINGA ENGINEERING RE SPOII SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFlCATE Or AUTHORIZATION N9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AUy 26 '03 SPACING 24.0" JREF- 1S5N352_Z06ANSI/TPI 1-1995 SECTION 2. ZllJb4 - I'1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 0-3-15 120 MPH WIND, 21.68 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. NIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 5X4= 2X4 (A2) = 2X4 III 5X4= ZX4 III 2X4 (A2) 1110111.7 7-0- i< 14-1-14 Over Continuous Support R-79 PLF U-41 PLF 1•1-14-1-14 3-10-6 0-3-15 7- + 19 9 13 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R - Scale =.375" Ft. NARN111G•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI TOT583 0'0110FR10 DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO E. PERFORMING THESE FUNCTIONS. OTHERWISE PM 1" PtIFI •'•. T C L L T C D L 20. 0 7. 0 P S F P S F R E F R 3 5 2-- 35127 S MYTH LUMBER CO. UNLESS INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY RIGID I: 4 : DATE 0 B 2 6 0 3 ROOF TRUSS DIVISION ATTACHED CEILING. IMPORTANT FURNISH A COPY OF fH15 DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO tw i 4Z%04i BC DL 1D.D PSF DRI'I LTUSR352 032381CS2 Y2722 SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLIIIG. SHIPPING. INSTALLING ANDAPOPKA. FL32703BRACINGOFTRUSSES. THIS DESIGII CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF SLT-ENG WMR 407. 299.1522 SPECIFICATIONPUBLISHED BYTHEAM ERICA IIFORESTAIIDPAPER ASSOCIATI011) AIID IP1. ALPINEFAX: 407.299rJ153 CONNECTORS ARE MADE OF 20GA AS1MA653 GRADGALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER TOT AD. 37.0 PSF SEON- 31778 U R F A C 1.25 FROM m PROFESSIONALDRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGD ENGINEERINGCERTIFICATE OF AUTHORIZATION 09216 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT IF1995175E PARTICCTION ULAR BAILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 SPACING 24.0" JREF- 1S5N352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. L11JC4 - F'L TOP CHORD 2x4 SP #2 120 MPH WIND, 21.18 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-3-15 5X4= 5X4= 2X4 (A2) = 2 X 4 III 3X4= 2X4 III 2X4 (A2) I, 5-0-15 I 4-0-0 I 5-0-15 I 14-1-14 Over Continuous Support R-79 PLF U-41 PLF W-14-1-14 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY: YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE RTINSTITUTE. 5B3 D'ONOFRIO OR., SUITE 200. MADISOII, YI 5J719). FOR SAFETYPRACTICES PRIOR TO IFI '' PERFORMING fHE SE FUNCTIONS. UNLESS OTHERWISE INDICATED. 10P CHORD SHALL HAVE PROPERLY ATTACHED .4-%'••..pSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 91 ROOF TRUSS DIVISION "IMPORfAMT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a1 t N0.42704 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7A 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t 2 APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ; STATE OF • SPECIFICAT IOII PUBLISHED BY THE AMERICA14 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE407-299,1522 O s Ac, FAX: 407-299.9153 Cot CT OR ARE HA DE OF 20GA ASTM A653 GRAD GALV STEEL, EXCEPT AS NOTED APPLY CONNECTORS TO .,O R,•••• EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s+/NALE`b PROFESSIONAL ENGINEERING DRAWINGS 160 A-2. THE SEAL OII THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY F00. THE TRUSS COMP0NE14T DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9219 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A U(J 26 ' 03 ARSI/TPI 1.1995 SECTION 2. 2-10-6 0-3-15 T- + 19 9 13 FL 1 R - Scale =.375" Ft. TC ILL 20.0 PSF REV R352-- 35128 TC DL 7.0 PSF DATE 08/26/03 BC OIL 10.0 PSF DRW SLTUSR352 03238153 BC ILL 0.0 PSF SLT-ENG /WMR TOT.LD. 37.0 PSF SEON- 31735 DUR.FAC. 1.25 SPACING 24.0" JREF- 1S5N352 ZO6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 1113b4 - P:S) TOP CHORD 2x4 SP #2 120 MPH WIND, 20.68 FT MEAN HGT, ASCE 7-98. CLOSED BLDG. LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II. EXP B, WIND TOOL-5.0 PSF, WIND BCDL-5.0 PSF. WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4= 2X4 III 5X4= 0-3-15 y F { 19-9-13 2X4 (A2) = 2X4 III 5X4= 2X4 III 2X4 (A2) I, 3-0-15 1_ 8-0-0 _I_ 3-0-15 _I LE 14-1-14 Over Continuous Support R-79 PLF U-42 PLF W-14-1-14 T 1-10-6 PLT TYP. Wave TPI 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 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRAC111G). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFR10 DR.. SUITE 2DO. WADI S011, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FUR II ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO PM Rw _ p` "pj j se p(j F '•. //A 1+ •4•- ••.' V NO. 42704 : T C L L T C OIL BC DL 26.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 35129 S MYTH LUMBER CO. ROOFTRUSS DIVISION DATE O S/ 2 6/ 0 3 DRW SLTUSR352 032381 4 SLT- ENG WMR 2722SOUTHAPOPMABLVD. APOPMA. FL 32703 407- 2991522 FAx: 407-299.91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC IF ICATI OII PUBLISHED BY THE AMERICAN FOREST AND PAPERASSOCIA710N) AND iPl. ALPIIIE CONNECTORS ARE MADE OF 20GA ASTN A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY COIIHECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER a, STATE OF ; O •. j P,• ( jAty `.•O RIO•.' a us ••u•••• BC LL TOT . L D . 0.0 37.0 PSF P S F S E O N 31740 OUR JAC . 1.25 PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIUTION N921E1 DRAWINGS 160 A-2. THE SEAL OII THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMP014ENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AIISI/TPI 1.1995 SECTION 2. TONAL Aug 26 ' 03 SPACING 24.0" JREF- 1S5N352_ZO6 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L11Jb4 - Y9 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 120 MPH WIND, 20.18 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 6 f 5X4 (OL) = 2X4 (OL) III 2X4 III 2X4 (OL) III 5X4 (OL) 0-3-15 19-9-13 2X4 (A2) = 2X4 (OL) III 5X4=_ 2X4 (OL) III 2X4 (OL) III 2X4 (OL) III 2X4 (A2) 1-0-15 1-0-15 I_ _I_ 12-0-0 _I_ 1 I< 14-1-14 Over Continuous Support R-79 PLF U-42 PLF W-14-1-14 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:1 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER C O. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F NO.4YiO4 ROOF TRU55 DIVISION IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvo. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND J APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ,ram O',0R,OP:fV 407-299.1522 SPECIFICATION PUBLISHED BY THE AMERICAIT FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE GRAD GALE. STEEL. EXCEPT NOTED. APPLYAREMADEOF20GAUNLASTMA653OTHERWISEEACHFAX: 407-299-91 53 AS CONVECTORS TO FACEEACHFACE OF TRUSS. AND UtllEss OTNERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. 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 CERTIFlCATE OF AUTHORIZATION #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A U g 26 ' 0 3 ANSI/TPI 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 TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING- 24.0" 0-10-6 y Scale=.375"/Ft. REF R352-- 35130 DATE 08/26/03 DR W SLTUSR352 03238155 SLT-ENG /WMR SEON- 31745 JREF- 1S5N352 ZO6 L11J64 - Y1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4= 6 F- 2X4 (D1) _ 6 2X4(D1) 22-8-3 2 X 4 III 2-0-0 _1_ 2-0-0 4-0-0 Over Continuous Support R-74 PLF U-45 PLF 1-1-4-0-0 120 MPH WIND, 23.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED 14ITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND BCOL-5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 1-0-0 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING •• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 351318RACING. RE(ER TO HIB-91 (HANDLING 11STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'0110FR10 DR., SUITE 200. MAD; SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION . UNLESS OTHERWISE INOICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED A 7V t1F cw%''/ f T C D L 7. 0 P S F DATE 0 8/ 2 6/ 0 3 S M YTH LUMBER CO. ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE E1IGINEEREO pR ODUC TS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO If N0. 42704 ; 1 ;1 BC DL 10.0 PSF DRW SLTUSR352 03238156 2722 SOUTH APOPKA BLvO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND STATE OF BC LL 0.0 PSF SLT-ENG WMRAPoPMA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t ,' tick' S E O N 9951 407-299-I 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AIID TPI. ALPINE CONIIE CT ORS ARE MADE OF 20GA ASTM A653GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O A,O,•' Q T 0 T LID. 37.0 P S F FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P0SiT 10N CONNECTORS PER 0 f...... D U R F A C 1.25 DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ONALL PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTFIORIZATION 09218 CONponE117 FOR AIIY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AUg 26 '03 ANSI/ TPI 1.1995 SECTION 2. SPACING 24.0" JREF- 1S5N352_Z06 L11Jtl4 - VZ THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 5X4= 6F— 16 2X4(D1) = 2X4(D1) 21-8-3 2X4III LL 4-0-0 _I_ 4-0-0 ,I 8-0-0 Over Continuous Support R-74 PLF U-27 PLF W— 8-0-0 120 MPH WIND, 22.83 FT MEAN HGT, ASCE 7-98. CLOSED BLDG. NOT LOCATED 14ITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:1 FL/-/1/-/-/R/- YARNIIIG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO P •• T C L L 20.0 P S FHIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTESB3 D'OHOFRIO OR., SUITE 200, HADISON, HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S ;IFI `(,w'•. A • 0. T C D L 7.0 P S FSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NO.4ZJO44 ROOF TRUSS DIVISION IMPORTANT•• FUR141SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DFAILURE TO ESIGN: ANYIN y, ; y B C D L 10.0 P S F 2722APOPMA N CONFORMANCE HI ST t STATE OF BC LL 0.0 PSF FL32703vOBRACINGHOFTT0.USSESES DESIGNICOIIFORMS YITHAAPPLICABLE PROVISIOIISSOFP DSG(NATIONALALLING DESIGIO ti,OR,OP•' 407-299-1522 SPECIFICATION PUBLISHED BY THE AMER IC AN FOR AND PAPER ASSOCIATION) AND 7PI. ALPINE FAX: 407-299.9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s•NAL N TOT. LD. 37.0 PSF D U R F A C 1.25 PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICA7ES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE 7RUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AuTT10RIL1nON 09210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 ' 03 ANSI/ TPI 1.1995 SECTION 2. SPACING 24. 0" T 2- 0-0 L Scale=. 375"/Ft. REF R352-- 35132 DATE 08/26/03 DR W SLTUSR352 03238157 SLT- ENG /WMR SEON- 9954 JREF- 1S5N352_ZO6 L11Jbil - VJ THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 2X4 120 MPH WIND, 22.33 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, HIND BCDL-5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 5X4= 6 6 D1) = 2X4(D1) 20-8-3 2 X 4 III 1— 6-0-0 _1_ 6-0-0 I i-E 12-0-0 Over Continuous Support R-74 PLF U-30 PLF W-12-0-0 3-0-0 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. WARMING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HAIIDLIMG. SHIPPING. INSTALLING ANDQD RA T C L L 20.0 PSFRACIIIG.REFER TO HID•91 (HAIIDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE.' rj iINSTITUTE. SB3 D'0110FRI0 DR., SUITE 100. MADISON. NI 13719). FOR SAFETY PRACTICES PRIOR TO THESE FU11TIOtIS UNLESSOTHERWISE IIIDICATED.TOPCHORD SHALLHAVE PROPERLY ATTACHED Ip F+:•.• / PERFRMING j•'•, 01 TC DL 7.0 PSF REF R352-- 35133 SMYTH LUMBER DATE 08/26/03CO. DIVISION STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A P0.0PERLY ATTACHED RIGID CEILING. RODUCTS.tIItIC SHALLFURNISM NOIACOPY OF THIS BERESPONSIBLEFORGIIANY THE DEVIIATION FROMM THIST DESIGN: A ANYl1E FA1ILUREERED TO*704 toROOFTRUSSBCDL10.0 PSF DRW SLTUSR352 03238158 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HAIIDLING. SHIPPING. INSTALLING AND=APOPICA- FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TE OF ; I, BC LL 0.0 PSF SLT-ENG WMR 407. 299-1522 SPECIFICATION PUBLISHED BY THE ANERICAIt FOREST AND PAPER ASSOCIATION) AHD TPI. ALPIIIE COIIIIECTORSARE MhDE OF 20GA ASIM A653 GRID GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q.. X(`FAX: R O•,.•• TOT. LD. 37.0 PSF SEON- 9962 407.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER tPROFESSIONAL DURFAC1.25 DRAWINGS16OA-Z. THE SEAL ONTHISORA.E. NG INDICATESACCEPTAMCE OF PROFESSIONAL ENGINEERINGNAI. ENGINEERINGRESP011SIBILITYSOLELYFORTHE {R USS CONDONE NT DE SIGII SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #921U COMPONENT FOR ANY P1,RTICULAR BUILDING IS THE RESP014SIBILITY OF THE BUILOING DESIGNER. PER Aug 26 '03 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S5N352_ZO6 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L11j09 - V4 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 120 MPH WIND, 22.27 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. 2 X 4 III 6 F-- 2X4(D1) = T 1-10-12 21-2-1 2 X 4 III 3-9-B Over Continuous Support R-74 PLF U-47 PLF 1.1-3-9-8 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S.. D- ONOFRIO DR.. SUITE 200. MAD:SOR. WI 53719). FOR SAFETY PRACTICES PRIOR TO PE RFORM ItIG THE SE FUNCTIONS. UNLESS OTHERWISE UDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FUR A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ACTOR. ALPINE ENGINEERED P0.ODUCTS. 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 HITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE IC AT I014 PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C01411ECTORS ARE HARE OF 20GA AST. A113 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0.S IFI V . 1 N. 4.17 4 y: y * 7C : 7{ I 7 STATE OF n -6 A, P.rti•O A,...... eSNA1.N T C L L T C D L BC DL BC LL TOT . LID. 20.0 7 . 0 10.0 0.0 37.0 P S F PSF PSF PSF P S F R E F R 3 5 2-- 3 5 1 3 4 S M YTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.299.1522 FAX: 407.299-91 53 DATE 0 8 / 2 6 / 0 3 DRW SLTUSR352 03238159 SLT-ENG /WMR S E O N - 9958 DUR . FAC . 1 . 25PROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION 919216 DRAWINGS I'D A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS NE TIi0OR ANYANSICOMPONENTN5E PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 '03 SPACING 24.0 JREF- 1S5N352_Z06 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. L i i J 04 - 11 1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X - 9-7-5. 0-0-1 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. LOCATED ANYWHERE IN ROOF, CAT 1I. EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L< 1-10-10 .1. 9-10-13 9-10-1 Over 3 Supports I R-400 U-223 I4-11.313" 23 4 1 R-153 U 180 3-9-15 19-9-14 —L R-384 U-180 3-9-15 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 QTY:3 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 PSF REF R352-- 35135 RF.RBRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE '00,ADISON. WI 53T19). FOR SAFETY PRACTICES PRIOR TO:S•./ PENING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED kfRl-.0 w T C D L 7.0 P S F DATE 0 8 / 2 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7 % T ROOF TRUSS DIVISION FURxISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Pp ODUCTS, INC.SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AIIY FAILURE TO B OL 10.0 PSF DRW SLTUSR352 03238160 SLT-ENG WMR2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACINGOfTRUSSES. THIS DESIGN COIIF ORMS WITHAPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN407 OFw BC LL D.Q PSF APOPKA. FL 32703 SPECIFICATION PUBLISHED BYTHE AHERICANFOREST AND PAPER ASSOCIATION)AND TPI. ALPINE 1lDt-l"CONNECTORS 299.1522 ARE MAOEOF 20GA ASTM A653 GRADGALVSTEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T0T LD. 37.0 PSF SEQN 28686 FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERPROFESSIONALOURFAC125DRAWINGS150A-Z. THE SEAL ON THIS DRAW114G INDICATES ACCE PTAIICE OF PROFESSIONAL ENGINEERING1.EN ENGINEERING RESPONSIBILITY SOLELY FOR THE jR USS COHP ONE NT ,DE SI GN SHOWN THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 49210 OMPONE TIf OR ANY BUILDING IS THE RESPONSIBILITY of THE BUILDING DESIGNER. PERCOMPONENT Aug 26 '03AIISI/TP PACING SEE ABOVE JREF- 1S5N352_Z06SEARTICULAR THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. L11Jb4 - MIA) - TOP CHORD 2x4 SP #2 120 MPH WIND, 21.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. WEBS 2x4 SP #3 CALCULATED VERTICAL DEFLECTION IS 0.00" DUE TO LIVE LOAD AND 0.00" DUE TO DEAD LOAD AT X — 9-7-5. 0-4-3 HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-4-0 CANT ONE FACE, 0-4-0 CANT OPPOSITE FACE. L< 1_10_10 .0-1.15 F4-7-13 4-10-1 9-10-1 Over 4 Supports R-142 U-180 W-6.407" R-503 U-180 W-5.657" 23-4-1 R-203 U 180 3-9-15 19 9 14 R-41 U-180 3-9-15 PLT TYP. Wave TPI 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 T C L L 20.0 P S F R E F R 3 5 2-- 35136BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I LIST ITUTE. 583 D'OHOFRIO OR .. SUITE 200, MAOISON. NI 11119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CH00.0 SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 8 / 2 6 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" Gv F . N0.42iU4 : 1ROOFTRUSSDIVISIONFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIA71011 FROM THIS DESIGN: ANY FAILURE TO BC DL 1D.0 PSF DRW SLTUSR352 03238161 SLT-ENG WMR 272250UTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF BC LL D.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 4 E N 4407.299,1522 SPECIFICATION PUBLISHED BY THE AMERICAH FOREST AND PAPER ASSOCIATION) A110 TPI. ALPINE ARE HA0E ASTM A653 QAA'•0R10P f T T P F FAX: 407-299.91 53 CONNECTORS OF 20GA G0.40 GALV. STEEL, EYCEP7 AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRU55. AND UNLESS OTHERWISE LOCATED 011 THIS 'DESIGN, POSITION CONNECTORS PER yam'.., _ t• mu 0 L D . 37.0 S S O 3166 OUR. FAC. 1.25PROFESSIONALENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER11,111 1, RESPONSIBILITY SOLELY FOR THE TRU55 CON, ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AIJHORIZATION S9218 TIFOR ANY COMPONENTNSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 SPACING SEE ABOVE JREF- 1S5N352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. L11304 - r1L) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 2-10-5 120 MPH WIND, 17.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. HIPJACK SUPPORTS 2-11-8 SETBACK JACKS WITH NO WEBS. 18 0 1 R-36 U— 80 4-3-13 4-3-13 14 0 0 R=15 U-180 2 X 4 III L< 1-10-10 1'2-5-10—B-1E1-8-9-j 4-1-7 Over 4 Supports{ R-180 U-180 1.1-7" R-25 U-180 W-5.657" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 0TY:1 FL 1 R Scale 375" Ft. WARNIfIG•• TRUSSES REQUIRE EYTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND PMM' Rqy T C L L 20.0 P S F R E F R 3 5 2-- 3513 7BRACING. REFER 10 HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IIISTI TUTE. 583 D'ONOFRIO DR., SUITE 200. HAOISON, HI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 1^ S 1F1 `•' / f'• V T C D L 7.0 P S F DATE 0 8 / 2 6 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SH T HE ALPI PRODUCTS. I t: i 0. i%04 BC DL 10.0 PSF DRW $LTUSR352 032381(2 INC. SHALLI HOT BEPYRESPONSIBLE FORAIIY EVIATIONLAIFROMI THISRACTOOESIGRI: ANYHE FAIILUREE 1EOD 1S 7 1 SLT- ENG I'JMR 2722 SOUTH APOPMA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANOL I FIG. SHIPP RIG. INSTALL I FIG AND TRUSSES. THIS WITH PROVISIONS STATE OF BC LL O.O PSF APOPMA. FL 32703 BRACING OF DESIGN CONFORMS APPLICABLE OF NOS (NATIONAL DESIGN i Q` SEON- 28812 407-29&1522 SPEC AT[pNNEC TORSI RE SOF 020GATASTMHE AMA653ER C AGRIORGAL YAHSTEEL ERE MCEPTASSOCIATION NOTE OAll 0 TA PPL YACONHE CTORS TO 0 ••'C OR10 TOT. LD. 37.0 PSF FAX: 407- 299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S NA1.l1 OUR FAC 1.25 DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROF15510NAL ENGIN EERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTFICATE OF AUTHORIU-non 49218 COMPONENT ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 PACING SEE ABOVE JREF- 1S5N352_Z06 FOR SE LllJb4 - HJ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 0-4-3 L< 1-10-10 .1. 4-2-15 4-2-3 Over 3 Supports— R-179 U-180 14-11.314" 21-4-1 R-36 U- 80 1-9-15 19-9-14 1 R-16 U-180 120 MPH WIND, 20.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II. EXP B, WIND TCDL-5.0 PSF, WIND BCOL-5.0-PSF. T 1-9-15 i PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:2 FL 1 R Scale 375" Ft. WARNING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I IISiITUIE. 5B3 D'ONOFRIO OR.. SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO S PERFORNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOD CHORD SHALL HAVE PROPERLY ATTACHED t RA_ P "rj jIFI••. T C L L T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 35138 DATE 0 8 / 2 6 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. 80TT0H CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILIIIG. 4 DRW SLTUSR352 03238163ROOFTRUSSDIVISION INPOR7ANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AIIY FAILURE TO 2 N0. 42704 3*: .* i* BC OL 10.0 PSF SLT-ENG WMR 2722 SOUTH APOPKA EiLVD. BUILD THE TRUSSES In CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND S STATE OF .Q' BC LL 0.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERI CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OA5, SEQN- 28698 407-299.1 522 CONNECTORS ARE MADE OF 20GA AS TM A653 GRAD GALY. S1EEL. EYCEPT AS XOTED. APPLY CONNECTORS TO O R,P:•Vy•.., TOT. L-D. 37.0 PSFFAX. 407.299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITI011 CONNECTORS PER D U R F A C 1.25PROFESSIONALENGINEERING DRAWINGS 160 A,Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING YY RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIIEHT DESIGN SHOWN. THE SUITABILITY AIID USE OF THIS CERTI PIGTE Or AUTHORIZATION 0921E1 ANSIONENTI FOR ANYNSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 '03 SPACING SEE ABOVE JREF- 1S5N352_Z06 104 - tl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 0-4-3 ZX4(Al ) L,)-4-0—'— 7-0-12 ir= 7-0-0 Over 3 Supports R-363 U-197 W-8" 120 MPH WIND, 11.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCOL-5.0 PSF, HIND BCDL-5.0 PSF. 12 10 4 R=163 U 180 3-10-3 9 4-0 R=73 U-180 3-10-3 PLT TYP. Wave TPI R Design Crit•: TPI STD FLBC 6.10 OTY:13 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-- 35139BRAC111G. REFER TO HIB-91 (HAIIDLIIIG INSTALLING AHD BRACING). PUBLISHED BV TPI (TRUSS PLATE 111 ST I TOTE. 583 D'0110FRIO DR., SUITE 200. MAD IS011. NI 53719), FOR SAFETY PR ACfICES PRIOR TO PERFORMING THESE FUNCT10115. UNLESS THE 11IDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Xx'kffl •- / 4V-%`,. T C D L 7.0 P S F DATE 0 8 / 2 6 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACNEO RIGID CEILING. DRW SL7USR352 0J238164ROOFTRUSSDIv1510N 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 M0.42704 l BC DL 1D.D PSF SLT-ENG WMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF BC LL 0.0 PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t ; S E O N 31698407.299.1522 SPECIFICAT1011 PUBLISHED BY THE AMERRAII FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONVECTORS ARE MADE OF 20GA ASTM A653 GRAD GAIv. STEXCEPT AS NOTED. APPLY CONNECTORS TO O'. 0g10P.(v TOT L O 3 7 0 P S F FAx: 407.299.91 53 W L oilEEL. E160ATHEMDUSEALSONTTPROFESSIONALRS PER A•ti •` SIYA1. D U R F A C 1 2 5 ARZSS. DRAWINGSEACHTHISHE DRAWINGSE IHDICATESSACCEPTANCEDESIGN.00F ENGINEERIIIG PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IR USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 09218 COMPONENT FOR ANY PRRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILD114G DESIGNER, PER AU1 26 '03 PACING 24.0" JREF- 1S5N352_Z06 ANSI/TPI 1-1995 SECTION 2. LllJC9 - tZ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 LEFT END VERTICAL EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. 2-10-5 2 X 4 III I.4-8,1 . 3-0-4----j 2-11-8 Over 3 Supports R-237 U-180 W-3" 18-0-2 R-44 U= 80 4-4-1 14-0-0 1 R-21 U-180 120 MPH WIND, 17.22 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. CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD. 4-4-1 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:3 FL 1 R Scale 375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C ILL 20.0 P S F R E F R 3 5 2-- 35140BRACING. REFER TO HIS-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I115TI7UTE. 5B7 D'OIIOFRIO DR.. SUITE 200. NADISOI1. HI 53719). FOR SAFETY PRACTICES PRIOR TO PM jlFl((''••. S MYTH LUMBER CO. PERFORMING THESE FUIICTIONS. UNLESS OTHERWISE INOICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 9.%- V 0 T C OIL 7.0 P S F DATE 0 8 / 2 6 / 0 3 ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG IO CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t Pl0. 42704 1 BC DL 10.0 PSF DRW SLTUSR352 03238165 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND J B C ILL D D P S F S L T - E N G WM RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF ; O407.299.1 522 SPECIFICATION PUBLISHED BY THE AHERICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE Q.• TOT. PSF FAX: 407.299.9153 CONNECTORS ARE MADE OF ZOGA ASTH A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R10.• LID. 37.0 SEON- 28691 D U R F A C 1.25PROFESSIONALENGINEERING DRAWINGS I60 A-Z. THE SEAL ON THIS ORAWIIIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S HAI.El1 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEIIT OESI GN SHOWN. THE SUITAS ILITY AIID USE OF THI5 CERTIFICATE OF AUTHORIZATION 09218 COMPONENTFOR PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug 26 'Q SPACING 24.0" JREF- 1S514352_Z0699S11SECTION THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 0-4-3 Lci-4-0, 1 . 3-0-12-' 3-0-0 Over 3 Su orts R-234 U-180 W-4" 120 MPH WIND, 20.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCOL-5.0 PSF, WIND BCDL-5.0 PSF. 21-4-2 R=47 U- 80 T 1-10-3 1-10-3 19-9-14 1 1 R-23 U-180 PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:4 FL 1 R Scale 375" Ft. WARNING'• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND e- Te- T C L L 20.0 P S F R E F R 3 5 2-- 35141BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'OIIOFRIO DR.. SUITE 200. MADI SOIL. WI "'T.FOR SAFETY PRACTICES PRIOR TO PERFORMING THE5E FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED PM TIj/ ppt F r••_'•,•. J- ''4r T C D L 7.O P S F DATE 0 8 / 2 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 ROOF TRUSS DIVISION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t No.42704 '= 12 * BC DL 10.0 PSF DRW SLTU SR352 032J8166 2722 SOUTH APOPKA Bwo. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. IIISTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS HI TH APPLICABLE PROVISIONS OF NOS DESIGII 7A 7C STATE OF BC LL O.O PSF SLT-ENG WMRAPOPMA. FL 32703 NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAII FOREST AND PAPER ASSOCIATION) AND TPI. S1. Q` SEQN- 28694407-299.1 522 ALPIIIE COIIIIECTORS ARE MADE OF IOGA ASTH A653 GR 11 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O A% Q•.• OR te' c TOT.LD. 37.0 PSF FAX: 407.299-9153 EACH FACE OF TRU55. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C 1DRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING NA1. Y PROFESSIONAL ENGINEERING R E SPONS181L I TY SOLELY FOR THE TRUSS COMPOHE 147 DESIGN SHOWN THE SUITABILITY AND USE OF THIS 25 CERTIFICATE OF ALITTIORIZATION #9216 COMPONENT FOR ANY PjlRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 SPACING 24.0" JREF- 1S5N352_ZO6ANSI/TPI 1-1995 SECTION 2. L11384 - L1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 120 MPH WIND, 21.06 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. 22-4-2 6 F-- R-108 U 180 2-10-3 2-10-3 0-4-3 19 9 14 R-48 U-180 L<1.4-0,1E 5-0-12 0- 5-0-0 Over 3 Supports- R-295 U-181 W-4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY:7 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M A T C L L 2 0. 0 P S F R E F R 3 5 2-- 35142BRACIIIG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ D'ONOFRIO DR., SUITE 200. MADI SON, W1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED w ppt F(('.• /w 3 C!- „Y). (' T C D L 7.0 P S F DATE 0 8 / 2 6 / 0 3 S MYTH LUMBER CO. STRUCTURAL PAIIELS. B0770N CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03238167ROOFTRUSSDIVISIONIMPORTANT* FURNISH A COPY OF THIS OESIGH TO THE 1,NSTALLAY ION CONTRACTOR. ALPINE ENGINEERED t No.42704 I1 BC DL 10.0 PSF P RODUCTS. IIIC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIOII FROX THIS DESIGN; ANY FAILURE 70 2722 SOUTH APOPKA BLVD. BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BC LL 0.0 PSF SLT-ENG APOPKA. FL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ;t O WMR 407. 299- 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A65J GRAD GAL STEEL. EXCEPT AS NOTED. APPLY CON HECTORS TO 5 p.• A:I A O•. TOT. LD. 37.0 PSF SEON- 31708 FAx: 407-299.9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q D U R F A C 1 PROFESSIONAL ENGINEERINGDRAWIIIGS160 A-2 THE SEAL ON THIS DRAW114G INDICATES ACCEPTANCE OF PROFESSIONAL ERGINEERING AIL RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 25 CERTIFICATE OF AUTHORIZATION 09218 OMPONE T1FOR ANY COMPONENT NSEPARTICULARBUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 'Q3 SPACING 24.0" JREF- 1S5N352_Z06 Z11JUL! - LZ THIS ONG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 20.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 6 F— 21R-47 U-80 T 0-4-3 1-10-3 1-10-3 F 9 14 R-23 U-180 L<I-4-o>13-0-12---j 3-0-0 Over 3 Supports R-234 U=180 W-4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 OTY:7 FL 1 R Scale 375" Ft. NARIII NG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIIIG. REFER 10 HIB-91 (HANDLING INSTALLING AIID BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE PERF ORXING THESE DFUNCTIONSORUIIL E SST0THERYIS ED I NDICATED. TOP I CHORDF SHALLF HAVEPPROPERLY ATTACHED t .• RA _ P "Y/ IFI r % T C L L T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 35143 DATE 0 8/ 2 6/ 0 3 S MYTH LUMBER CO. G(`At ROOF TRUSS DIVISION 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 J N0.42704 J BC DL 1D.0 PSF DRW SLTUSR352 032381G8 SLT- ENG 1'JMR 2722 SOLrrH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND STATE OF BC LL O.D PSF APOPKA. FL 32703 BRACIIIG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGN 407- 299.1 522 SPECIFICATION PUBLISHED BY THE AXER ICAN FOREST AND PAPER ASSOC IATIOII) AND TPI. ALPINE HADE OF ASTH A653 GRAD GALY. STEEL. EXCEPT NOTED. APPLY CONNECTORS TO Q •, P:• ORQ.•' TOT L D 37.0 P S F S E O N 31706 FAX: 407.299-91 53 CONNECTORS ARE 20GA AS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED Off THIS DESIGN. POSITION CONNECTORS PER D U R F A C 1.25 DRAW114GS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TJLUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF- 1S5N352_ZO6 CERTIFICATE OF AUTHORIZATION 49215 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 ANSI/ TPI 1-1995 SECTION 2. Z11384 - L3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS] SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 20.06 FT MEAN HGT. ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. 6f 0-4-3 20-4 2 0 10 3R- 4 U-180 RM —F R-- U 1-"-A 80 14 ri 2X4(A1) MAY BE CANTILEVERED UP TO 4" c1-4-0 1-0.12 1-0-0 O1— -1 ports R-247 U-275 W-4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.63 QTY:12 v` • RqSIFI '•y/ r••. L FL 1 R WARIIING" 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'OHOFR10 DR.. SUITE 200. MADISON, MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C L L 2 0.O T C D L 7.0 P S F P S FSMYTHLUMBERCO. ROOF TFJuS;$DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FUR141SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUC TS, INC. SMALL 110T 8E RE SPOH518LE FOR ANY DEVIATION FROM THIS DESIGN: AIIY FAILURE TO F NO. 42%O4 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMAIICE WI TPI: OR FABRICATING, HANDLI14 . SHIPPING, INSTALLING AND t J APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ti STATE OF ; BC LL 0.0 PSF 407.299 1522 SPECCO SOF 020GA THE FOREST TAPPL r'•• v0 •' O FAx: 407-299-91 53, NNE CT OR SI AR ASTMMA653AGRAOGALVAI7STEELER EXCEPTASSOCIATION) NOTED. YAC OINECTORS TO EACH FACE OF TRUSS. AND UNLESS OTME RWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R 1 TOT L D . 37.0 P S F DUR FAC 1 DRAWINGS160A-2. THE SEAL ON THIS DRAWING 1110: CATES ACCEPTAIICE OF PROFESSIONAL ENGIIIEERING Pw PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SGN SHOWN. THE SUITABILITY AN0 USE OF THIS 25 CERTIFICATE Or AUTHORIZATION N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 D3 ' ANSI/TPI1-1995 SECTION 2 SPACING 24.0" 0-10- 3 Scale=.375"/ Ft. REF R352-- 35144. DATE 08/ 26/03 D R W SLTUSR352 03238169 SLT-ENG / WMR SEQN- 28817 JREF- 1S5N352_ Z06 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. L11304 - L4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 14EBS 2x4 SP #2 LEFT END VERTICAL EXPOSED TO 14IND PRESSURE. DEFLECTION MEETS L/240 CRITERIA FOR BRITTLE AND FLEXIBLE WALL COVERINGS. 120 MPH WIND, 16.72 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL-5.0 PSF, WIND BCOL-5.0 PSF. 2X4 III 6 f-- 17-0-2 R--93 T180 3-4-1 3-4-1 2 10-5 14-0-0 R--14 U-237 2 X 4 III LE1-4-8>+c-O , 0-11-8 Over 3 Supports I ez R-261 U-180 W-3" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 19.633 OTY:2 FL 1 R Scale 375" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 3514 5BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OHOFRIO DR., SUITE 200. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED v` V A1 F . ,/A 4V %... T C D L 7.0 P S F DATE 0 8 / 2 6 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SITUSR352 032381i0ROOFTRUSSDIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGII, ANY FAILURE TO l NO.42704 BC DL 10.0 PSF SLT-ENG WMR 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND Q : STATE OF ;• BC ILL D. D PSFAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS HITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 90•• SEON- 28591407.299,1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TO•ti, t, O R1OP:• V TOT. LD. 37.0 PSF FAX: 407-299.9153 CONNECTORS ARE MADE OF 20GA ASTM hfi53 GRAD GALV. STEEL. EXCEPT AS N07ED. APPLT CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER FSIVA1.l1 D U R F A C 1 1DRAWINGS160A-Z. THE SEAL ON THIS ON IIII)CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONPONE NT DESIGII SHOWN. THE SUITABILITY AND USE OF THIS 25 CERTIFICATE Or AUTHORIZATION N9216 COMPONENTOST/NE T1f OR AWSECTIONICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03 PACING 24.0" JREF- 1S5N352_Z06 L11Jb4 - L,h THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 120 MPH WIND. 21.51 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. 22-4-2 6 F-- R-115 U 180 2-10-3 2-10-3 0 6 319 9 14 R-50 U-180 2.5X4(B1) 4-8-12 _I 4-8-0 Over 3 Supports R-181 U-180 W-4" PLT TYP. Wave TPI 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 HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IN (TRUSS PLATE INS71TIlTE, 513 D'ONOFRIO OR., SUITE 100. NADISON. HI 53719). FOR SAFETY PRACTICES PRIOR TO M A 4QI' tIFI(••• T C L L 2 0. 0 P S F R E F R 3 5 2-- 35146 S MYTH LUMBER CO. P ERF OBMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 4).'. G T C D L 7.0 P S F DATE 0 8 / 2 6 0 3 ROOF TRUSS DIVISION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIIItIG. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. 42704F BC DL 10.0 PSF DRW SLTUSR352 03238171PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 j12722SOUTHAPOPKAEILvO. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATIONAL DESIGN STATE OF ; + B C L L D D P S F S L T - E N G WM R 407.299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF By ASTM A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY COIIRECTORS TO 0 ••• ' O •V TOT L D 37.0 P S F S E O N 31677FAx: 407.299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R O D U R F A C 1.25PROFESSIONALENGINEERING DRAWINGS IGO A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S IV1Af`!1 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION N9218 COMPONENTANY NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Aug 26 '03IFOR SPACING 24.0" JREF- 1S5N352_Z06 11J64 - l,b THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND. 21.01 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. 6 21-4-2 R-64 U-0 T 1-10-3 1-10-3 0-6-3 1 119-9-14 R-27 U=180 2.5X4 (B1) 2-8-12--j 2-8.0 Over 3 Supports R-107 U-180 W-4" PLT TYP. Wave TPI R Design Crit: TPI STD FLBC 6.10 0TY: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-- 35147BRACING. REFER TO HIB•91 (HANDLING 1NSTALLING AND BRACING). PUBLISHED BY TPI. (TRUSS PLATE INSTI iUTE. SBJ D'ONOFRI0 DR.. SUITE 200. HADISON. WI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ppSIFT(•••••. YJ- „4r•; G i T C D L 7.0 P S F DATE 0 B 2 6 0 3SMYTHLUMBERCO. ROOF TRUSS DIVISION 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 OESIGII; ANY FAILURE TO t N0. 4Y7O4 1 BC DL 10.0 PSF DRW SLTUSR352 03238172 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7f = SLT-ENG /WMRAPOPKA. FL 32703 IRACSRECIFICATNG DESIGNTBYHISTOFORRN' E SIONSAOFLAND STATE OF ;4 BC LL 0.0 PSF 407-2991522 HESAMER IIGHCANNFIONUPUBLISHEDSTPAPERBASSOC/AT TP1.(IIALP/NEL CONNECTORS ARE MADE OF 20GA ASTN A65J GRAD GALV, STEEL. EXCEPT AS NOTED. APPLY COIIIIECTORS TO O"- OR10P•\`1 TOT.LD. 37.0 PSF SEQN- 31692FAX: 407.299.91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER V' v DUR.FAC. 1.25PROFESSIONALENGINEERING DRAWINGS 160 A•2-THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION 49216 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIl- 1995 SE AUg 26 •03 SPACING 24.0" JREF- 1S5N352_Z06 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSUR*E C ' 2X4 BRACE GABLE VERTICAL SPACING SPECIESI NO BRACES I) IX4 "L" BRACE . 1) 2X4 -L- BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 -L- BRACE •• GROUP A CROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B r 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8'4 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" U SPF3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" HF3' MSTANDARD 4" 4' 10" 4' IO" 6' 5" 6' S'• 8'4 B' 4" l0' 0" 10' 0" 13' 1" 13' 1" W 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 1 7' 5" 7' 5" B' 7" 8' 7" 11' B" 11' e" 1 3' 9" 5' 11- 6' 4" 7' 0" 7' 6" 8' 4" 8' ll" l0' 11" 11' IO" 13' 1" 14' 0" P 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" H Q d" D F L 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7- 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" 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' I1" 11' 11" E—I T] Q S P F H F l 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 0" A3 3' 10" 6' 0" 6' 0" 7' 11 7' 11" 9' 6" 9 6 12' 3" 12' 3" 14' 0" 14' 0" STUD 3' 10" 5' 11- 5' 11" 7' 10" 7' 10" 9' 6" 9' 6 12' 3" 2' 3' 14' 0" 14' 0" 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 D F L 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 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" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13 10" 14' 0" 14' 0" 14' 0" Q S P F 3 4' 2" 6' 11" 6' 11" 8' 9" B' 9" 10' 6" 10' 6" 13 10' 13' 10" 14' 0" 14' 0" Q H F STUD 4' 2" 6' 11" 6' 11 8' 9" B' 9" 10' 6" 10' 6" 13 10 13'. 10" 14' 0" 14' 0" STANDARD 4' 2' 5' ll" 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' 014' 0" s P 2 4' 7" 7' 5" B' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10- 14' 0" 14' 0" 14' 0" g3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3- 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" 1 D F L STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0- STANDARD 4' 4" 6' 1" 6' 1" 8' 0" B' 0" 10 6" 10' 9" 1 12 5" 1 12' 5" 14' 0" 14 0" SYMM 2X4 02N OR BETTER DIAGONAL BRACE OPTION: T VERTICAL LENGTH MAY BE 18" DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT L- L DIAGONAL BRACE FOR B70/ BRACE AT EACH END. MAX WEB 4i TOTAL LENGTH IS I4'. 2X4 SP OR DF-L 02. OR BETTER DIAGONAL r VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18 t + IN TABLE ABOVE DOUBLE CUT L 1 AS SHOWN) AT UPPER END. ONTINUOUS E CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MIDPOINT OF VERTICAL WEB. VARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, CHORDHALL HAVE PROPR G D STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHEDTOPRIGIDCEILINERLY 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. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, APOPKA. FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE' CERTIFICATE OF AUTHORIZATION X92 161 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. BRACING GROUP SPECIES AND GRADES: GROUP A - SPRUCE -PINE -FBI HEM -FIR I 2 STANDARD 1 02 1 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 Ji STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 L, BTR I SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: UVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD) CABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0' OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH 'L• BRACE WITH IOd NAILS. FOR (1) 1." BRACE: SPACE NABS AT 2' O.C. IN IB" END ZONES AND 4' 0 C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NABS AT 3. 0 C IN IB" END ZONES AND 6' O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF EOX OF WEB MEMBER LENGTH. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPIKE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 6- 2X4 GREATER THAN 11' 6" 2.5X4 EARIN l\\\`•,,}Iu.i / + REFER TO COMMON TRUSS DESIGN FOR d" / i// PEAK, SPLICE, AND REEL PLATES. m l THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-CABI2030 No. 42704 DATE 09/10/01 DRIVG A12030ECO901 STATE OF Q = ENG 0 R Q P• TOT. LD. 60 PSF NAI hiAX. SPACING 24.0" 1._\\\\\ 1 RIGID SHEATHING 4 TOENAILS 1 REINFORCING MEMBER CABLE TOENAILS TRUSS SPACED AT 4' O.C. TOENAILS CEILING FA' , M7mmiwlmmfflmm _mm ATTACH EACH -T- REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4" O C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3 TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07016EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015EC0901, A10015ECO901, A08515ECO901 A13030ECO901, A12030ECO901, A11030EC0901. A10030ECO901, A08530ECO901 SBCCI CABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699. S09015EN0699, S08015EN0699, S07015EN0699 S11030EN0699, S10030FN0699. S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2x6 'T' REINFORCING MEMBER 2X4 'T' REINFORCING MEMBER TOENAIL TOENAIL i TO CONVERT FROM 'L" TO 'T" REINFORCING MEMBERS, MULTIPLY `T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRA WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 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. 100 MPH 30 FT 2x4 10 7, l0 7. 2x6 40 7. 40 7 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7 40 7, 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. BO MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7, BO MPH 30 FT 2x4 20 7. 10 7, 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7, 20 7. 2x6 0 7. 20 7, 70 MPH 30 FT 2x4 10 7. 20 7. 2x8 1 10 7. 1 30 7. EXAMPLE: ASCE WIND SPEED - 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24' 0 C. SP /3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH - 6' 7" MAXIMUM "T" REINFORCED CABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS GAB98117 876,719 & HC26294035 VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S M YTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ENGINEEEREDTPRODUCTS. INC.-- FURNISH A CSSHALL NOTYOFIBEDRESPONIBLETO E FOR ANY DEVIATION FROM THISINSTALLATION CONTRACTOR. LPINE 2722 SOUTH APOPMA BLvo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPMA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407. 299,1522 ASTMICAN A653GR OTAND GALV.PSTEELERAEXCEPTT SN)AND NOTEDiPI. APPLYINECONNECTORS CONNECTORS0E CH FACEOF izOGA FAX: 407. 299.9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE•,• CERTIFICATE OF AUn(ORIZATION A921B!SUI TABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2 Y. •'1F1 '•• • W< C r •(P ' 1 J` •,• GVV F . y .• N0 42704 .•' 7 IVSTATEOF A •• P`.• Q p1O• ` L Ili (' TOT. LD. 60 PSF REF LET - IN VERT DATE 10/ 24/01 DRWG CBLLETIN1001 ENG DLJ/ KAR R. FAC. ANY A}( SPACING 24.0 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #,2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP y2N OR SPF y1/#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-iJAILED 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 4I` 0_ MAX 12 12 MAX. W2X4 W2X4 W2X4 8-0-0 MAX-i 4 16-0-0 MAX 12 12 MAX. Y4X4 W1X3 W1X3 6-0-0 WIX3 (MAX SPACING) W2X4W1X3W5X4/SPL WIX3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE. 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. NAILE W2X4 OPTIONAL STUB END DETAIL Is] W4X4 OPTIONAL HIP JOINT DETAIL 21RIO E COMMON RUSSES PARTIAL FRAMING Il,lluuulnn 20-0-0 MAX (++) I AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. O Q •Q/t///i, THIS DRAWING REPLACES DRAWING A105 VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 9 % TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE, INSTITUTE. 593 D'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 4: 1 • TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND C DL 20 15 7 PSF DATE 06/25/99 BOTTOM CHORD SHALE SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. No. 42704 IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOFTRUSSDIVISIONENGIN[ERED PRODUCTS. INC. C DL 10 10 10 PSF DRWG VALTRUSS0699 SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = 2722 SOUTH APOPKA Swo. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, _ HANDLING. C LL O O 0 PSF ENG MLH/KAR SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH- AP407- FL 32703 AMERICANLFOREST VISIONSSPECIFICATION PPERASSOCIATION) ANDNAL DESIGNECONNECTORSPUBLISHED407-2991522 ARE MADE OF 20GA A •• STATE OF • OT. LD. 60 57 PSF 55ASTM A653 GRAD GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF FAX: 407.2999153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O •• •• w / P••• i ^ •••• ` 0 R 10 DURYAC.1.25/I.J3 1.15 1.15 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE C` \ vq .. . (' v. \` S16THISCOMPONENTPARTICULARBUILDINGCEII11TlCATEOFAI)nIORIxAnON A9210 RESPONSIIBILITYDOFS USECTIONI THE BUILDINGDESGNER.OPERNANSITPI 2.THE AIe1•• G..•``\\`\\ SPACING 24" CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 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 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. PARTIAL FRAMING PLAN VDT Di V1Y 1nVJJC.J 1AI G'1 VLI 3) 16d BOX NAILS, 3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED 2) 16d BOX NAILS, ILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD OE-NAILED 3) 16d BOX NAILS D) (A) 3) 16d BOX NAILS D) ( A) B) RATED C) SHEATHING C) 4'0" TYP. ( B) 3) 16d BOX GIRDER NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING VI05-CONV VARNING— TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HFQCiI••, C LL 30 W/ ZO 30 5 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. IMPORTANT•ERFURNISHATTACHE. 4 ROOF TRUSS DIVISION COPYRIGID orCTHISNDESIGNTO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BCVL 10 10 10 PSF DRWG VALCONVF0699 ENG MLH/KAR 2722SOUTHAPOPMABLvO. DES IGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,• N0, 42704 0 0 OPSF APOPKA, FL 32703 HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICA71ON PUBLISHED BY THE TOT._=LD. 60 57 PSF 55407.299y 1522 FAX: 407.299-9153 ' AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS TpR$ ARE MADE OF 20GA AS TM A653 GR4O GALV. STEEL EXCEPT A$ NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF 33 IIS 1.15 PROFESSIONALENGINEERINGORAVINGS 160 A-Z. THE SEAL ON -THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE S A •.C.1.25/I CERTIFIGTE OF AUTNORIUTION 0921 SUITAEILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O'.• iC1NG SEE ABOVE TOP CHORD 2X4 a2 OR BETTER BOT CHORD 2X4 y2 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 PURLIN SPACING 120 NIPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. BEITHERPLATEOPTIONAL LOCATION IS SPLICE B B ACCEPTABLE p B D—SPLICE B TYP B B B lec I: Ml IAC C C C C ZZ ACL JOINT TYPE SPANS UP TO 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 t 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS. OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd 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 o o 0 a o 0 0 0 0 0 00 o 0 0 0 0 2 0 0 0 0 0 8 1/4- ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. "'glp4, {41NG REPLACES DRAWINGS 634.016T',IIa11 634.017 k 847,045 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 IV Q' `P N/ y MAX LOADING REF PIGGYBACK INSTITUTE, 583 D'ONOFRID DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL r ` •-*11V ( IF 4 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. LY RIGID IMPORTANT— V 1.33 DUR. FAG. FURNISHATTACAECOPY OFCEILING. DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DR{YG PIGBACKB0699 ROOF TR U55 DIVISION 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS' DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, 1A ;' NO. 42704 50 PSF AT ENG DLJ/KARHANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION 9.25 DUR. FAC. APOPKA. FL 32703 PUBLISHED BY THE AMERICAN FOREST AND 407.299-1522 FAx: 407-299-9153 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, STATE 0 F r 47 PSF ATPOSITIONCONNECTORSPER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A i 1.15 DUR. FAG. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE i •' SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i OIC/. CERTIFICATE OF AUTHORIZATION N921©RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. i '-.40_R_IO T,* FACING 24.0 13 AL 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 (0120")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 1 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 0 4 ++ MAX 43X12 3X8 TRULOX ** LOX 42X8A, al MAX WEDGE 2) 8D NAILS CUT TO FIT AE WARNIIJG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR'TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SMYTH LUMBER CO. IDESIGNjIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRU55 DIVISION ENGINEERED PRODUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH ArOPMA 6LVo. ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 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 X9210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. t11I111I1i+NIJJJJJ DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 TC LL — PSF REF BC FILLER IFI(,`•. DL — PSF DATE 06/25/99 G' rF••'. A DL 10.0 PSF DRWG BCFILLER0699 No. 42704 C=__LL — PSF -ENE DLJ/KAR T09 LD. — PSF o•, STATE OF FAC. 15/1.25/1.33 1D P-',lgreACING 24.0" 0 YON A1. STEPDOWN' CORNER 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 i N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 2' TYE 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMIviON TRUSSlIff 1 HIP TRUSS J5 J3 ftil J3 J5 J7 J7 J7 1 J- 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 - J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 300 12 * 2 12 12 W2X4 s O 4T24 ALTERNATE LOADING TY2x4 ,,X5 , i TY3X4 TELL 20 PSF SIMPSON TCDL 20 MAX PSF 3/*' THJA26 BCDL 10 PSF TOT.LD. 50 MAX PSF 1 3' S7' *** I 9-I0-13 OVER 2 SUPPORTS A DUR.FAC. 1.25 R= 463y. W=3.50- R=6528, W=3 50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES y; •("' ap DRAWING HC11795029 YARNING-- TRUSSES REQUIRE EXTRCME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED A C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE. 583 D•ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR '10 ••'•••• / 4 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, v a IF'C•• DL 15 MAX PSF DATE 06 25 99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHARD SHALL ` ;•(j` •• / / SMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. c; (` IMPORTANT.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE _ Oft 10 PSF DRWG CS7SBK3A0699 ROOFTRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 27225oun) APOPMABLvo. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ? * ! NQ, 42704 L 0 PSF -ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH 3 = APOPKA, FL 32703 APPLICABAMERICANLFORESPROVISIONS ANDPAPERASSOCIAITONAL ION) ANDGN TPI• ALPIINICATION ECONNECTORSHEDBY THE AREMADEOF20GA OT= LD. 55 MAX PSF 407-299-1522 ASTM RAND GNL GALT STEEL EXCEPT AS NOTED. APPLY CONNECTOR$ N EACH FACE OF ' • STATE 0 F FAX: 407.299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAVINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A FAC. 1.33 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE A CERTIFICATE OF AUTHORIUt10N 119210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE y O ••• ^ Q.' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. d. .[ _••. n R 1O _4 ACING SEE ABOVE p A N4 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING. RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH ITITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 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 APOPKA 13LVD. BESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 SOUTH HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407.2919-9153 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 BRAVING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE CERTIFICATE OF AUTIIORRATION X92 IB SUIiA BILITr ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. vv, ... ....... "/4p/ THIS DRAWING REPLACES DRAWING 579,640 lqV' TC LL PSF i REF CLB SUBST. DATE 06/25/99Gl-;)F C'9-i DL PSF B(t DL PSF DRWG BRCLBSUB0699 No. 42704 '. tasLL PSF ENG A4LH/KAR T0'9 LD. PSF STATE OF 4ACINGC. c 0 R 1 P.'*. 111111S,N _ ENv IF FLOOR GARI F) THIS OMG PRF PARFD FROM (-OMPIITFR INPIIT (I OAnt R III MFNS In NCI SIIRMI TTFD RY TRIISS MFR TOP CHORD 4x2 SP #3 BOT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). OUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,MIN. JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-IOD GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16" OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE, FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS. W=W2.5X4 VAS W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. Continuous Support. 0 R11111II H..._ Cl r Note: All Plates Are W2X4 Except As Shown. 111.1 Y• MM.R,q""'''.,, PLT TYP. Wave TPI-95 R Design Criteria: TPI STD .` ' ' " i• N '% FL 1 R - Scale =.375" Ft. YARNING•' TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND !. BRACING. REFER TO HIB91 (HANDLING INSTAIIIxG AND BRACING). PUBLISHED eY TPI (TRUSS PLATE jv (•, L L 4 0. 0 P S F R E F R 3 5 2-- 1 5 3 7 2 INSTITUTE, THESE 0 UNCTION OR., SUITE HERW SE INDIC VI TO)19H. FOR SAFETY fRACTICCS PRIOR TO * T D L 1 0 . 0 P S F DATE 0 7 / 1 5 / 0 2PERFORMINGTHESCFURCTIONS, UNLESS OTHERWISE INDICATED. T[D. TOP CHORD SHAH HAVE R Or[R LY ATTACHED N O • 4 2 7 0 4 _ S MYTH LUMBER CO. STRUCTURAL ANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. _ _ ROOF TRUSS DIVISION •• IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO TH[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED = 1 BF DL 5. D PSF DRIB SLTUSR352 02196003PpODUCIS. INC. SHALL ROT BC RESPONSIBLE FOR ARY DETIATION FROM THIS DESIGN: ANY FAILURE TO C 7 2722 SOUTH APOPKA BLvo. BUILD IHC TRUSSES IN CONFORMANCE VI IN TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND c STATE O F L L 0.0 P S F S L T - E N G / W M RAPOPMA, FL 32703 BRACIR6 OF 1R US SC S, THIS DESIGN CONFORMS VITH APPLICABLE FR OY ISI ONS OF 11DS (NATIONAL DESIGN 407.299-1 522 SPECIFICATION PUBLISHED BY THE AMERICA: FOREST ARD PA ER'ASSOCIATION) AND TPI. ALPINE :• CONNECTORS ARE MADE OF 20GA AS AB SD GRID GALY, SIECL. EICCrI AS NOTED. APPLY CONNECTORS TO ••• T . L D . 5 5 . 0 P S F S E O N - 11184 FAR: 407-2999159 EACH FACE OF TRUSS, AND UNLES OTHERWISE LOCATES DRAWD ON THIS DESIGN, POSIT ION CCE OFONNECTORS PER P_ C QP'. PROFESSIONAL ENGINEERING RCSPONS IB II ITY SOLELYTFBI SEALS THE TRUSS COMPONENT OESIGNI SHOVNC[PIA THE SUITABILITYO ANo USE IOFE THIS '/O 0 1 ` ONb UR.FAC. 1.00 FROM CERTIFICATE OF AUTHORQAT10N#921B CON ONENI FOR ANY PARTICULAR BUILDING IS THE RESPOHSIBI IY OF THE BUILDING DESIGNER. ER ///8/0IV %1 ;;``S SS` JREF - 1RU8352_Z17 ANSI/ IPI 1 1995 SECTION 2. I P1` SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WED TRULOX PLATE CONNECTION IYEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900N MAX. 6X6 TRULOX FOR P = 4400A MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH VERTICAL WEB. CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2) 3X0 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. SYSTEM 42 CONNECTION NOTES: k 'C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2 5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE 0.125" X 3- GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3-) NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS. STACKED CHORD FIGURE 5: SINGLE SHEAR .BLOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL i 2X6 OR 2X0 A3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) lOd COMMONqE'C(0.148- x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COMMON 0.148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL C P 7' LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500N 1) 2x6 20005 2) 2x6 3000# 2) 2x8 1 3500# MEMBER 1 MEMBER 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1 5" SIDE FIGURE 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90' AND ATTACH BLOCKS CONNECTION ATTO35" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6' MAXIMUM 0 C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION CROSS SECTION — CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF,THE TRUSS 5.5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIEI 6XIB TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) IOd COMMON (0.148' x 3') NAILS it R PLACES DRAWINGS 1.070.978 798517 T620,124 k T615,489 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED T•••• Q'`I F'/\'• LL PSF REF SY42 CONNECTION pv TPI (TRUSS PLATE INSTITUTE, 5B3 'ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V !! `` ll.•qGV Tc.. yiceC%DL PSF DATE 06/25/99 S M YTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. S • DRWG CNSY42PLO699 ROOF TRUSS DIVISION IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO. 42704 BW °L PSF ENG A1LH/KAR2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH BC >6L PSF APOPKA.FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST TOT=r LD. PSF407.299.1522 AMERICAN 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- L iQ •, STATE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 1611 A-Z, THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL A FAG' I'OOPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION a9210 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. O 1 f_••• i [. i.(_f1w•'•••..•O _\ ,, ACING i SMITH TRUSS SHAWN CANNING 8 May 2003 1:01 pm 2722 APOPKA BLVD , APOPKA, FL. 32703- (407)291-2641 FASTBeamO Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Project : Z11384B1.FBD MORRISON HOMES 2473 AUBURN Mark # : Beam - Floor BEAM 1 Usage: Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL = L/240 Composite Action: No 3.5'.1560 psi 3.5'. 650 psi LOADS Project Design Loads : Floor. Live=40 psf, Dead=15 psf,• Rook Live=20 psf, Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Uniform(plf) 561 408 100% 0 010" 10, 0" F3 2 Uniform(plf) 124 l 0 100% 0 010" 1010, WALL 3 Uniform(plf) 385---_ 208 125% 0 010" 10, 0" SECOD FLOOR ROOF 4 Concentrated(lbs) 1506 815 125% 0 0' 2" R29 Uniform(plf) 15 0 0 0 10, 0" Self Weight ,"j °' uuarouyyr Dimensions measured from left end when span# is 0. otherwise. from left and of the snecilied span. '0 M. 0A SUPPORTS(lbs);-ttl=l q%'•``9i Max R'n 6904 5448 Max 100% 2040 2040 NO. 42704 •: Max 125% 1841 1054 0MinR'n Min 100% 3022 2040 2354 2040 STATE STATE OF Min 125% DL R'n 1841 3022 1054'p 2354 A. c, i:'• 0`' r Min Brg(in.) 2.99 2.36 [Based on bearing stress below]trs•""• Brg Str(psi) 660 660.ONAt- DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3986 1 0' 2" 71 13300 125% 0.30 M(ft-lbs) 11015 1 5' 0" 21 35556 100% 0.31 LtRn(lbs) 6904 0 • 0' 0" 71 8085 100% 0.85 '^ See Note #5 RtRn(lbs) 5448 0 10, 0" 71 8085 100% 0.67 See Note #5 LLDefl(in.) 0.07 1 5' 0" 71 0.33 U1657 TLDefl(in.) 0.13 1 , 5' 0" 71 0.50 U941 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade, Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Verify that load is applied at top or equally from both sides. 10. Nail plies together with 16d nails @ 12" o/c along top and bottom edges and thru center. Nail from alternate faces, 2" from edges. 11. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 12. Load Combinations: 10=D, 20=D+100%, 30=D+115%, 40=D+125%, 50=D+133%, 60 = D + 100% + 115%, 70 = D + 100% + 125% 80 = D + 100% + 133%, 90 = D + 100% + 115% + 133%12 , 100 = D + 100% + 115Y612 + 133%, 110 = D + Commercial Ld (100%) 13. Group = Load Combination Number + Load Pattern number. (For simple span Load pattern = 1 for LL 0 for DL). SMITH TRUSS SHAWN CANNING 8 May 2003 1:33 pm 2722 APOPKA BLVD , APOPKA, FL. 32703- (407)291-2641 FASTSeamO Engineering -Analysis ©1996-2003 Georgia-Pacific Corporation Version: 3.4 Project : Z11384B2.FBD MORRISON HOMES 2473 AUBURN Mark # : Beam - Floor Usage: Beam (Floor) Max Defl : LL = L/360 TL = L/240 6.0', 750 psi BEAM 2 Repetitive : No Composite Action: No 21'4' Spacing (in.) : 0.0 6.0', 750 psi LOADS Project Design Loads: Floor. Live=40 psf, Dead=15 psf,' Roof. • Live=20 psf, Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location" Shape @Start @fnd @Start@End Span# Starts Ends Additional Info 1 Concentrated(lbs) 15 845 125% 0 10' 10 1/4" R21-2PLY 2 Concentrated(lbs) 882 477 125% 0 1 V 0 3/4" R33 3 Partial(plf) 100 73 100% 0 0' 0' 10' 10 '1/4" FLOOR 4 Partial(plf) 50 r 36 100% 0 10' 10 1/4" 21' 4" FLOOR Uyu1Ma.Niy 5 Uniform(plf) 124 J 0 100% 0 010" 21' 4" WALL wwM R 6Partial(plf) 182 98 125% 0 11' 0 3/4" 21' 4" SECOND FLOOR ROOF 1' M 7 Partial(plf) 56 31 125% 0 1 l' 0 3/4" 21' 4" R22 I FIC• q ••• Uniform( plf) 24 0 0 0 21' 4' Self Weight : •G %F:•.• Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. :• SUPPORTS( lbs) 1 2 Max R'n 4296 5357 Min R'n 2649 3183 DL R'n 2649 3183 Min Brg(in.) 2.25 2.25 [Based on bearing stress below] Brg Str(psi) 740" 740' ['Based on member bearing stre No. 42/U4 STATE OF IQ ORIOP'' i DESIGN n ngWnooly- Value Span X Group Allow LDF Ratio V( lbs) 4678 1 19, 9" 71 19224 125% 0.24 M( ft-lbs) 32037 1 11' 1" 71 71975 125% 0.45 LtRn( lbs) 4296 0 0' 0" 71 24420 100% 0.18 See Note #5 RtRn( lbs) 5357 0 21' 4" 71 24420 100% 0.22 See Note #5 LLDefl( in.) 0.25 1 10' 8" 71 0.71 U1008 TLDefl( in.) 0.61 1 10, 8" 71 1.07 U417 USE: POWERBMS 30E-E2 5.50x16.00" ---- Grade, Width, Depth selected by User POWER BEAM reg. tm Anthony Forest Products Co. NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3. Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports'section above. 6. Bearing length based on design material; support material capacity shall be verified (by others). 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. This engineered lumber product has been sized for residential use. A concentrated load check, per the building code, must be performed for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. For explanation of GROUP, change to expanded printout.