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HomeMy WebLinkAbout177 Venetian Bay Cir (2)PERMI AD RE le. 064ig;" tA Cl 1 J 1 auuuuiuii Li. CONTRAI Morrison Homes 151 Southhall Ln #200 ADDRESS Maitland, FL 32751 407-257-6940 CRC 041929 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE 1 I SUBDIVISION • PERMIT # DATE — a .A _ uy PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE / r bo City of Sanford Certificate of Occupancy This is to certify that the building located at 177 Venetian Bay Circle for which permit number 04-2343 was issued and has been completed according to the plans and specifications filed in the permit, to wit a New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: Frank Ortiz Engineering: A. VanGaale Public Works: G. Larue Utilities: 12/08/04 12/08/04 12/08/04 R. Blake 12/08/04 Fire Department: Zoning: Morrison Homes Property Owner Q . -Y- .. -s ,- 12/09/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 12/06/04 04-2343 177 Venetian Bay Circle Morrison Chris B. 407-948-4893 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. ngineering OPublic Works Utilities Fire Zoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY M APPROVAL IS CONDITIONAL) s CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION s I NEW SINGLE FAMILY RESIDENCE I C, W 1 1 I I 1 1 1 DATE: 12/06/04 IE PERMIT #: 04-2343 ' ry I ADDRESS: 177 Venetian Bay Circle I CONTRACTOR: Morrison N " ' u PHONE #: Chris B. 407-948-4893 0 k v aCriW- 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 _ tili . s 1 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 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 240665 23.19.30.502-0000-0770 177 VENETIAN BAY CIR 12/08/04 10:22:42 Free -form information LOT 77************* SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2343 PD 6-23-04 SEE REC #6977 3/4"WA METER SET FEE $190.00 PD 6-23-04 REC#6956 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW SINGLE FAMILY RESIDENCE **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 12/06/04 04-2343 177 Venetian Bay Circle Mnrricnn Chris B. 407-948-4893 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. Engi eering ublic Works Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 8, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 77 Venetian Bay , 177 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 177 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 77, "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 Incr-z;)n Darae L. Przemieniecki , P.S.M Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 --... Expires December 31, 2005 ELEVATION CERTIFICATE nportant: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION MORRISON HOMES For Insurance Company Use: Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. I Company NAIC Number I177VENETIANBAYCIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 77 "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 LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): --•• •• or ##.;) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat - SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE -... CITY OF SANFORD / 120294 SEMINOLE FLORIDA -- •• B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REASED 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 69. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plan 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. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. . Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 14. 7 fL(m) o b) Top of next higher floor NA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) 00 -- o d) Attached garage (top of slab) 14. 4 ft.(m) E r o e) Lowest elevation of machinery and/or equipment w d servicing the building (Describe in a Comments area) 13. 9 ft.(m) AC Service E , V o f) Lowest adjacent (finished) grade (LAG) 13. 8 ft.(m) Z 0 o g) Highest adjacent (finished) grade (HAG) 14. 1 ft m) N - o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA - _... . o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) I. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATIO 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, 8, 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 Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZJP CODE - 769 Douglas Avenue Altamonte Springs FL 32714 IIGNATURE_ DATE TELEPHONE 12-08-04 407-788-8W8 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 177 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) ; •_: •; Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, 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. --• E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately -• represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is — ft.(m)—in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is — ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is — ft.(m)—in.(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 communitys 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 FEMAmissued or community- - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME _ . .... ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. — G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAAssued or communitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY lSSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _.—ft.(m) Datum: _ .._. G9. BFE or (in Zone AO) depth of flooding at the building site is: _ — ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE .-.--.... COMMUNITY NAME TELEPHONE SIGNATURE DATE --•• •• COMMENTS Check here if attachments --• -- FEMA Form 81-31, January 2003 Replaces all previous editions HerX 4 .4880ciates 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 CURVE DELTA ANGLE RADIUS C 1 27°49'05" 75.00 C 2 90'05'05' 25.00 C 3 89°54'55" 25.00 C 4 89`54'55" 50.00 C 5 90"05'05' 50.00 Map of Survey ARC TANGENT 36.41' 18.58 39.31' 25.04 39.23' 24.96 78.47' 49.93 78.61' 50.07 CHORD CHORD BEARING 36.06' N 13°54'50"W 35.38' N 45°02'50-W 35.33' S 44°57'10'W 70.66' N 44°57'10"E 70.76' S 45°02'50"E LINE BEARING DISTANCE L I N 00e00'17"W 3.95' L3 / L 2 S 00°00'17"E 38.87' e-- - L 3 S 00"00' 17"E 3.96' P. P- P.C.P. 4.5' 1.4 FO I.R LOT 76 5 5ET iND CAP) r N SETBACKS: i ti L O T 77 n Front 25' Rear 20' Side 5 Corner IS B GRADING n n Lot Width 50' 7 . 117 SO . F T . P.C.P. 0 3'. 17.0 7.0 Note: Bearings shown hereon are referenced to the CIL15.3' CoV. N of VENETIAN BAY CIRCLE as being N 00°0077W. Qf a, PATIO N oI v 24.7 Vertical datum is based on NGVD per Engineering v I NASSAU 11 - 1561 construction plans by Ned H i I I e r Engineering. Inc. to ELEV. -A.B.0 d D' Job Ntmber 2001. 1 SINGLE FAMILY Uj lM IR ' Ln o ZIi 2.7' 16.9 P. C. m TI 1.2' 5 T Nd G GA ` RESIDENCE FIN. FL. ELEV:1 4 7 0 Vo ut 6 J' co43Y- 19.3 LLJ 2w v LOT 78 W oLn > o J CITY OF SANFORD Ch Z ADDRESS: 177 VENETIAN BAY CIRCLE cc)Z) o LEGAL DESORPTION: Lor 77. "VENETIAN BA YL7. z ' according to the plot thereof as recorded in Plot Book 6J of pages 84 - 88 of the Pubic Records of Seminole County. Florida FLOOD HAZARD DATA: The Parcel shown hereon fes within Flood Zone "X Naccording to the Flood Insurance Rote Map Corrrrufity Panel Nunber 120289 0035E.Doted 04117195 City of Sanford. Community Number 120294) NAD NdO Flood Zone determination was performed by gc pbtlnq from Flood hsuncoe 0.5 0. 5 ' Rote Mcp' Zs by FEMA. No field surveying was performed by furs Frm to m o deterie this Zone. The exact zone location can oral be determiied by on elevation study. We ossune no responsbity for actual fbodig condlions concerrrg th's parcel N / S 00'00' 17"E Y 273.87' - -P•c ' REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 R/W) TRACT "F •' PRIVATE ROADWAY General Notes: ,jU 1 4 20041. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client 7. Platted and measured distances and directions are the same unless otherwise noted. 8. Copies of this Survey may be made for the original transaction only. Denotes %' Iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2004 Herx 6 Associateu hic. AR rights reserved Legend Temporary Benchmark LYS Offset assumed datum) O.R.B Official Records Book BOW Back of sidewalk PB Plat Book CA Centerline PC Point of Curvature ••_ A Central or (Delta) Angle FCC. Point of Compound Curvature CALC Calculated P.0 P Permanent Control Point CS Chord Bearing PG. P.R.M. Page Permanent Reference Monument CD Chord P/L Property LineCMConcreteMonumentP.O.B. Point of BeginningEL. or ELEV Elevation (Proposed) P,O.C. Point of Commencement FINAL EL. • Elevation (Measured) P.!. Point of Intersection FD. Fin.Fl. Elev. Found Finished floor Elevaton PRO. Point of Reverse Curvature I. P. Iron Pipe PT. Point of Tangency I. R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES. RAV Residence Right - or -Way C.S. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/ D(NdD) Nail and Disk Fence symbol (See drawing) NRNotRadialX- X- Fence symbol (see drawing) Certification: Not valid wlthcut-tho slgnSturo and Cho original raised seal of a Florida licensed Survoyor and Mapper Drown b y : AH This survey meets the requirements of the Florida W irnum Technical Chocked b y : DP Standards as contained in Chapter 6IG 17.6 Florida Administrative Code. CERTIFIED TO: Prepared For: MORR 1 S ON FREDMORR d PERCIALMUTTER Job Number: 02 017 02 N FINANCIAL MORRISONFINANCIALSERVICES DEC 0 S rjoo OF FLORIDA. L.L.C. Scale 1•• 30' L UNIVERSAL LAND TITLE. INC. Plot pion performed: 05-03-04 William A Herx, P.L.S. Flonda egisfered Lend Surveyor No. 3182 FIRST AMER I CAN TITLE INSURANCE CO. F o u n d o t i o "Survey: 07 - 1 4 - 04 Daine L. Pizeimeniocki, P.S M. Registered Surveyor and Mapper No 6030 Final Sur, • y 12. 01 - 04 William R Herx, P.S.M. Registered Surveyor and Mapper No. 6092 R e v i s i o n s Herr d Associates Inc. Slate of Florida LB 4937 tr,3fP,, :-• s•i,. .,r ;. ..Y: 7'i :`nt't?Y„-., t:ac%t','. CI1717Y OF BA f1r)r'O=11nWiT A'EnJCA72Sr}' !E, ;•,% PerrttSt ;4 .., Y a. Job Address: Ve"'ripiien of Dyorl5 fIllttarls 3ltstrieE: Zaain$: VfIIf Wesk5 S Perrnii Type: Building Electrical IVicsl Beal plumbing Firc5 inkier/P larm P'00 Elewricni; New Service - # of AMPS AdditioVAllt3r>;tcion Change of %ift Terrrpver ri-lr Po)e. Metrhanleak! Residential Non -Residential Iaeplasemt nl Ne" (our, 18youl Energy : Iie.{trirdkit) Plumbing/ New Commerclsll: # of Fixtures of Water A BMW Li" Line Plumbing/Ne y Residential: # of W j Closets Flumbing 1hpidr— ftesideyrtial or CoTmyracia-lV- Of estpaney Type: Residential Commercial Industrial Totsil Square Footage: Construction Tyne: # of Stories: of 1hre11lg Wilts: $ !"Its 7.ant: (FEA4A form retla4rcd fbr c.tltt:t• EkAa Parcel R+: Attaeh Proof of Ownership .& legal lescriptioa) Owners Name & Address: Phony: Contractor Name A Address: =.-AYR T eTi tia k A YID nt%14Tllt Phone & Fax: Bonding Company: Address Mort.gage Lender: Address: ` ArchilecUEngineer aft Lieensr Numbergo G.RumPOWO Phone: Address: Fez - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation his commew" prior u, Lltr, issuance of a permit and that all work will in performed to mw standards of all laws regulating construction in this jurisdiction. 1 understand [halo separate permit must be secured for ELECTRICAL WORY., PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work gill be done in compliance with ail applicat:lc iuw, vep.,&ringcohstructionandsoning. WARNING TO OWNER YOUR FAILUP.E TO RECORD A NOTICE OF COMMENCEMENT MAY REuULT f)q Y1 rt fl'' 1'r.''TrlG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU iPt7'END TO OBTAIN Fi4ANCING, CONSULT WITH YOUR LENDER ('Ik Ai,) ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Al N TI 'In addition to the perm y z requirements of this permit, there may be additional restrictions applicable to this roperty hat may be ound in the publir records ofthiscounty, and there may be additional permits required from other governmental entities Such as wafts districss, eta ' agenrirv, rrt frdrtal agencies. Acceptance of permit is verification that I will notify the owner of the propeny of the require is of orida L' n ; FS 713 d 2001 Signature of Owner/Agent Date S;gof cfor/Agent Date OB G. DELLO RUSSO Print Owner/Agent's Name for A r, AUG 1 9 2004 Signature of Notary -State of Florida 'w7- 'KS -- Date Signature of f:o_:-y-State of Florida pate Owner/ Agent is _ Per„onall, Known to Me or Contractor/Ace-.::, Personal., Known to Me or Produced ID Produce : l Al' I'LICATION APPROVFD UY: Dldg: Initial & Date) Sxs: 01 Conditions' Zoning. L ::::,, I'D. Inifal & Date) I — MIRINDAC. TURNER k DD 212893 t P EXPIRES: June 14, 2007 Bonded Thru Notary Pudic Underwriters CITY OF SANFORD PERMIT APPLICATION Permit # : V LA — A"S H Job Address: N-1r) Description of Work: _ Historic District: Zoning: Date: tJ ut i, t [Y14t-CA e_ I_%+ ti Value of Work: Permit Type: Building Electrical __K_ 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: Construction Type: of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel M Owners i Cie Attach Proof of Ownership & Legal Description) So>ha\t <<."p Ct,:-I, Phone: a0 Contractor Name & Address: n 3 State License Number: no C) is C(.> Phone & Fa - n) S ,I"nn k hf) S— Q Contact Person: [ S't'''A t %Phone: lD— 00S ()r%r)(e Bonding Company Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fa:: 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 n aeparato Permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: (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 requirpofFlon'da Lien Law, FS 713 Signature of Owner/Agent Date Sif Coo or/ ent Date Print Owner/Agent's Name Print ctor/Agent's Name Jennifer Aknodover Signature of Notary -State of Florida Date Si of Notary -State of Florida +A a CornmDD272809 4a r d EKWft December 07 2007 Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/ Agent is V Personally Known to Me or Produced ID Initial & Date) Utilities: Initial & Date) FD: Initial & Date) BY CITY OF SANFORD DATE: STATE ENT NUMBER 1O4-7618O __ l ' 1.4.129 ie_d; LAND USE CATEGORY: O01 - Single Family Detached House 7YPE USE: Resideotial WORK DESCRJPTION: Single Family House: Detached - Construction FEE UNIT RATE PER # & TYPE TOTAL DUE FEE BENEFIT RATE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 7O5.O0 1 $ 705'0O ROADS COLLECTORS NORTH O dwl nit $ '142.0O 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54'O0 SCHOOLS CO -WIDE O dwl unit $1,384.0O 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 STAl MENT kECEIVED BY: - SIG ATURE: __ -------____ DATE: _ . NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOlE** P[RONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE PAYABLE PRIOR TO ISSUANCE AND OF A BUlLDING pERMIT' ERSONSARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL T E CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILI G A WRlTTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIG ATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATEOF OCCUPA!-,!Cy OR CCCCPA CY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUXTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNI G APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 11O1 EAST FIRST STREET, SA FORD, FLON.I. DA 32771; (407) 665-7474. PAYlv!ENT SHOULD BE NADE TO: CITY OF SANFORD DUILDING DEPARTMENT 3 O NORTH PARK AVENUE SANFUXD. FL 32771 PHYMENT SH[X]LD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE lH[ STATE ENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF. THE NOTICE. THIS STATEM NT IS VALID ONLY I CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PEKMIT******'IV ************* s Fg /(/ D 2-03-204 12 : 591'14 FROM Permit N :C) "\ t'Y 3 L'I 3 Job Address: CITY OF SANFORD P&Rbfrr APPLICATION Dale: b.I C) vI Description of Work:,V' I l m it : n 0h L. n P c t1t,.n Historic District: . Zoning: Permit Typc: BisildinQ electrical Moehatu(cal PlumUng -K— Fire Spriokkr/Alarm Pool Elmtrleal: New Service — # Of AMPS Addition/Altesstion Change of Service Tenspofary Pole Meebanical: Resiiicntial Non-ResidenriA Replaoettmeiht Now (Duet Layout'dl: Pcrgy Ualc0. Required) Plumbing/ New Commercial: N of Fixtures " N Of Water do Sewer Lines 0 of Gat Lines Plumbing/ New Residential: # of Water Closcb ^ Plumbioe Repair — Residential or Commercial Otxupaney type: Reeidcnlial _ Commercial Indttltrild Total Square FoolaCt: Conttntcdon. TyN: N of Stories: # of DwtWng Units: Flood Zone: (FXMA fern rogttlreil for other theses X) Parcel M: (Artac Proof •(Ownership 4 Le+tal Dacriptoth) Owners Natne At Address: _' 1 O S t rt in t? S S h LA ANN "h kl -e sat; a d,k dn9 cam. 3a sl--00' Contractor Name Q Addrru: I' S n 1 sxtr b: rt U )(— !' LA ;I S t 0 u 1 ra (3 1 StartNumber: C) UctastNYumber:— Pboae & Fax: kA a Q — q 'A 63Coa ertoa:,,(r Y BOAdint Company:' Address: Mortgage Leader: Address; ArchifteVYnglneer: Address: Pone: Far: Application Is hereby snack to obtain a permlt to do the work end installations as indicated. 1 certify that no work or insullation has oetauneaoed prior to the issuance of apermitandthatallworkwiubeperformedtomarlttandsrdsofalllawsregulatingoonstructiooinNisjurisdiction. 1 understand that a mapsrate permit must be•aeturedforELECTRICALWORK. PLUMBING. SIGNS, WULLS. POOLS, PURNAC&S, BOILERS. HEATERS, TANKS. and AIR CONDITIONERS, etc. OwN6R'S AFFIDAVIT: I certify slat all of the foregoing Information to aatsrate and that all work will be done to compllaom with all %Wlicabk laws regWauua Construction and zoning. WARNINGTOOWNER: YOUR FAII.IIRtl TO RECORD A NOTICE OF COMMENCEMENT` MAY RASULT IN YOUR PAYFNr) TWICE FOR fMPROVBMfiNTS TOYOURPROPERTY. IF YOU INTEND TO OBTAfN FINANCING, OONSULT WIT)( YOUR LENDER OR AN ATTORNEY DEFORE RBCORDINO YOURNOTICEOFCOMMENCEMENT. NOTICE: In addition ro the requiremenu of this permit, these may be additional rcttrictioas Applicable to this property Ow may be frond Lathe public toeOtds of this county. and theremaybeadditionalpermitsrequiredfromottergovenunwslcarriessuchaswatermanatemratdistrict; state agenda. of fodenl atentars. Atteptanco of permit is v cation that I will will ao ofthe Prapestyof the requirements of Florida Lien Law. FS 711. Signature of Owner/Arta Date Signature of ConttaewodAgent r. t Name tegffbNDate SSION# DD 188491 February 25.201T7 itlSfpDbiCtc r Print CoAuauor/ Agent's Name Data Signature of NouryState of Florida Date ConteatWr/Agent is _,,,_ Peravnally Know* to Me of Ptodueed 1 D _ - APPLICATION APPROVED BY: Bldg: Zoning:. Uttlitics: PD' Initial ec Dace) (initial k Dare) (Iultial s; Datc) (Initial tit Date) Special Conditions: C) a Permit # : Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Zoning: Value of Work: Permit Type: Building _'_/_ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or cinmercial Occupancy Type: Residential I/ Commercial Industrial Total Square Footage: cxx))3) Construction Type: 6A11 # of Stories: _/_ # of Dwelling Units: / Flood Zone: __>(— (FEMA form required for other than X) Parcelq: 23-- %— 30 602— 000O 0 Owners Name & Address: 81 5ourHHRa 6 /J'!57 r•ZGb 32 5 Contractor Name &Address: —Meek. P 40A Phone & Fax:0LY / / 10417 vv / / I Bonding Company: NA Address: /V r Mortgage Lender: Av4 Address: N./Q Architect/Engi neer: /A%A16 Addressd3^JAIKItX04&,Dfi,/ Attach Proof of Ownership & Legal Description) Phone: State License Number: Phone' Fax: LJ 7 __ al r . Application is hereby made to obtain a permit to do the work and ns ions s inhated. Ice tfy that no work or installation has commenced prior to the issuance of a permit and that all work will be performed o meet d rds of la t s 1s la ti onstruction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING S Vy P O 51 g' RNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: i certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO -RECORD A NOTIt;I; 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 is verification that I will notify the owner of the property of the requir is of Florida Lien Law, FS 713. S^ aNNSignature of Owner/Agent Dat Signature of Contractor/Agent we o g N >; Print Own r e Print Contrac ame G CU c cc so¢ Signat re of otary-Sta a of Florida 4ZD!—a Signature o otary State of Florida Pate/ w i •.Ale". It rQ Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or °k 3, r,• $ Produced ID Mid _Produced ID APPLEATION APPROVED BY: Bldg• r,0 -30' Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: Q hh c/a inc. c% rr. corer Seminole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL Back TIAN BA p cminisir tminti w Q PCr V"Opprarur• S w a riirer Cr IIn1 1 . Fn'. wTF11 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000-0770 Tax District: Number of Buildings: 0 SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES Exemptions: INC P Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 177 VENETIAN BAY CIR SANFORD 32771 26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2003 Tax Bill Amount: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREMASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION Ilf-A7 FrontaD Method ge epth Units Price Value LOT 77 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem ax purposes. f you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.sepafl.org/pis/web/re web.seminole county tit] e?PARCEL=231930502000007... 5/8/2004 LIMITED POWER OF ATTORNEY DATE: l I HEREBY NAME AND APPOINT: EACH AN AGENT OF: DAPHNE CLARK, GUSTAV BOTES, 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 A LOT NUMBER : SUBDMSION: 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 CEAT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument as a mowledged before me this DATE: x BY: K BAKUN Who is personally (mown to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. AURA K HOBSON Commisilon 0 0=43651 E) OUes 8/20/2000 SIGNATURE OF NOTARY: NOTARY SEAL. a'' a„ Bonded through 1800 4u 2u) Florida Notary Assn., Inc. S Herz * .IsBociates 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 I 27'49'05" 75.00' 36.41' 18.58' 36.06' N 13'54'50"W C 2 90'05'05" 25.00' 39.31' 25.04' 35.38' N 45'02'50"W C 3 89'54'55" 25.00' 39.23' 24.96' 35.33' S 44'57'10"W C 4 89'54'55" 50.00' 78.47' 49.93' 70.66' N 44'57'10"E C 5 90'05'05" 50.00' 78.61' 50.07' 70.76' S 45'02'50-E 0 L3 / P.C.P. P.C.P. U LI r J7.OLj7.117 LOT 77" B" GRADING SO. FT. P.C.P. O 15.3' O Cov. N 01 p PATIO nl r 24 7' Nr NASSAU If - 1561 ko ELEV. 'A.B.0 6 D- SINGLE FANILY RESIDENCE LVI FIN. FL. ELEV:14.5 II VI Q, Cr., Z P. C.P U co 16 Ga \ 0 Io N 6. 3' `^ 0 6t' D 40' w AT19.3' 7.0 0 0 N C. P. LINE BEARING DISTANCE L I N 00'00'17"W 3.96' L 2 S 00'00'17"E 38.87' L 3 S 00'00'17'E 3.96' LU - Z LOT 76 SETBACKS: Max Coverage - 62 Y. Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' A P_ERViO_US SO. FT. . 38 Mnimm Lot Width 50' LOT S0. FT. IMPERVIOUS AREA - 2.725SO. FT. Note: Beoregs shown hereon are referenced to the CA of VENETIAN BAY C#?CLE os being N 00'0017"W. Verticd datum is bosed on NGVD per Engineering construction plans by Ned H i I I e r Engrneet-69, hc. Job Nwnber 2001 . W to N LOT 78 a W01 . U-) Z CITY OF SANFORD 00 LEGAL DESCRPTION Lot 77. " V E N E T I A N B A Y Z 2 according to the plot thereof Cis recorded n Plot Book 63. of popes 84 - 88 of the Pubic Records of Seminole County. Florido 1- JFLOOD HAZARD DATA: The Porcel shown hereon ies withn Flood Zone -X" occording to the Flood hsurance Rate Map Com wily Pone/ N rber 120289 0035E.Doted 04/17/95. City of Sanford Comawnity Number 120294) S 00'00'17"E Y 273.87 REFERENCED BEARING C/ IA Ns keViE TY SaNF E. P. C ' CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F - PRIVATE ROADWAY General Notes: Legend 1. This is a BOUNDARY Survey performed in the field on PR o PoS ED. Temporary Benchmark Offset2. Noaerial, surface or subsurface utility Installations, underground improvements or assumed datum) O. PB.B. Pfa Records Book subsurface/ aerial encroachments, if any, were located. BOW Bach of sidewalk PC Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. CA. d Centerfine Central or (Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved YPPCALC Calculated P. C.P. Permanent Control Point Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Beenng PG. P. R.M. Page Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord PrL Property Line temporary Benchmark shown hereon. C.M. Concrefe Monument P.O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P•0.C. Point of Commencement Rights - of -way of record whether depicted or not on this document. No search of the FINAL EL. FD. Elevation ( Measured) Found P, l. Point of Intersection Public Records has been made by this office.Fin.Fl. Elev. Finished Floor Elevation PRC. Point of Reverse Curvature 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe PT. R Point of Tangency Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod R40 Radial Line Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked 'Witness Corner, unless otherwise noted. LB Licensed Business Rry RphtW-Way O Denotes P.C.P. (Permanent control point) I.S. Land Surveyor Measured TBM Temporary Benchmark Denotes Permanent Reference rentsMonument N/D(N6D) Nal and Disk TYP. Typical m 2003 Herx S Associates Inc. All rights reserved N.R. Not Radial 1141- Fence symbol (see drawing) X-- X• Fence symbol (see drawing) Certification: Not valid without gna and the original raised seal of a Florida licensed Surveyor d Mapper LWA survey meats the roRub m of the Fkartd Minimum Technical Slam s as oontalned N ap iG17-6 F a Adminlstrative re. I . Dares L. Pr=emlenleckl, P.S.M. Register`f Surveyor and Mapper No. 0030 William R. Harr, P.S.M. Registered SuntW and Mapper No. 8092 Herr 6 Associates Inc., State of Florida LB 4937 Sketch of Legol Description This is not o Survey Dro. n by: AH Checked by: DP Prepored For: MORRISON Job Number: 02-017.02 Scale : 1'- 30' Plot pIon performed: 05-03-04 Foundollon Survey: Final Surrey: Revisions . Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 347784283 NOTICE OF CONIN[ENCEMENT. State of Florida. County of Seminole. MARYRNNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05300 PG 0456 CLERK'S to 2004072662 RECORDED 03/11/2M 62134107 P14 RECORDING FEES &W RECORDED BY J Eckenroth The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63,, Pages 84-88, of the public records of Seminole County, Street A Cam'/ e W1J li S dirrss / 77 !1 -Sanford, FL 2. general description of improvements New single family residence 3. Owner information : Name Address Tel Number Fax Number 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Address Tel Number Fax Number 6. Surety : N.A. 7. Lender: N.A. Morrison Homes 151 South 14al1 Lane. Suite 200 Maitland FL 32751-7172 407)629-0077 407) 629-5282 H A REIK— FAWN 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407)629-0077 407) 629-5282: 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 date of notice of commencement: One year from the date of recor ing. CERTIFIED COPY .*Z Date Signed: Signature of Owner's Agent, MptMk MywfJ MARYANNE MORSE T c0lrttl Sworn to and subscribed be o e me this by Maria Lisa Steiner, who is personally known to me. SEMINOLE COUNTY. FLORIDA a - -o _ — r) cvi Iry . 4 cv o. kCuwK MAY 1 2004 Signature of Nota W COMMISSION t DD 214811 Si gn ry: Notary Seal: * " EXPIRES: Jute 27, 2007 4, oonkd ThN BudWt NdUy 81*" OF wo t FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING .CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NASSAU 1 61 Builder: MORRISON MS/ MT. D, Address: / 77 848* / •Permitting Office: }`;TA l' City, State: 7 Permit Number: J G[ (.f(/ Owner: /YiOI 1d67U >r yu Jurisdiction Number: V-3 G Climate Zone: Central &9/5Dc) 11 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 (W) 7. Glass area & type Single Pane a. Clear glass, default U-factor 252.0 ft' b. Default tint 0.0 ft' c. Labeled U or SHGC 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New _ Single family _ I _ 3 _ Yes _ 1561 W Double Pane - 0.0 ft, - 0.0 ft' - 0.0 ft' R=0.0, 188.0(p) ft _ R=4.1, 1474.0 ft' R=11.0, 268.2 ft' _ R=30.0, 1666.0 ft' Sup. R=6.0, 1.0 R _ 12. Cooling systems A. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23166 PASSTotalbasepoints: 24142 I hereby certify that the plans and specifications covered by this calculation are in compli c ith the Florida i Energy Code. PREPARED BY: DATE: ------ ----- L --- I hereby certify that this building esi ed, is in compliance with the Florida E C e. OWNER/AGENT: _ 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. Cap: 36.0 kBtu/hr _ SEER:12.00 _ Cap: 36.0 kBtu/hr _ HSPF:8.35 _ Cap: 50.0 gallons _ EF: 0.86 _ BUILDING OFFAAI _ ME0_ DATE: 0119p., _ _ _ Energyuaugew kversion: rt_r«.00 va.au) PT, _ FORM 60OA-2001 1 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1) BASE GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC 18 1561.0 25.78 7243.7 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM Points Type Adjacent 268.2 0.70 187.7 Concrete, Int Insul, Exterior Exterior 1474.0 1.90 2800.6 Frame, Wood, Adjacent Base Total: 1742.2 2988.3 As -Built Total: DOOR TYPES Area X BSPM Points Type Adjacent 18.0 1.60 28.8 Exterior Wood Exterior 34.0 4.80 163.2 Adjacent Wood AS -BUILT Overhang Omt Len Hgt Area X SPM X SOF = Points NE 1.0 5.0 9.0 47.10 0.95 404.1 NW 1.0 11.0 28.0 40.72 1.00 1136.2 NW 7.0 5.0 14.0 40.72 0.60 340.9 SE 9.0 9.0 38.0 61.07 0.51 1188.1 SW 1.0 7.0 38.0 56.99 0.98 2129.8 SE 9.0 14.0 64.0 61.07 0.61 2381.8 SE 1.0 11.0 32.0 61.07 1.00 1953.3 NE 1.0 5.0 13.0 47.10 0.95 583.7 NE 1.0 6.0 16.0 47.10 0.97 731.7 252.0 10849.6 R-Value Area X SPM Points 4.1 1474.0 1.18 11.0 268.2 0.70 1739.3 187.7 1742.2 1927.1 Area X SPM = Points 34.0 7.20 18.0 2.40 244.8 43.2 Base Total: 52.0 192.0 As -Built Total: 52.0 288.0 CEILING TYPES Area X BSPM = Points Type1 R-Value Area X SPM X SCM = Points Under Attic 1666.0 2.13 3548.E Under Attic 30.0 1666.0 2.13 X 1.00 3548.6 Base Total: 1666.0 3548.6 As -Built Total: 1666.0 3548.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab Raised Base Total: 188.0(p) 0.0 31.8 0.00 5978.4 0.0 5978.4 Slab -On -Grade Edge Insulation As -Built Total: O.D 188.0(p 188.0 31.90 5997.2 5997.2 INFILTRATION Area X BSPM Points Area X SPM Points 1561.0 14.31 22337.9 1561.0 14.31 22337.9 EnergyGauge® DCA Form 600A-2001 EnergyGaugeC/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 30332.1 Summer As -Built Points: 32953.9 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 32953.9 1.000 1.087 x 1.150 x 0.95) 0.284 0.950 10564.6 30332.1 0.4266 12939.7 32953.9 1.00 1.188 0.284 0.950 10564.6 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB d3.30 FORM 60OA-2001 a r WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1561.0 5.86 1646.5 Single, Clear NE 1.0 5.0 9.0 14.70 1.00 132.4 Single, Clear NW 1.0 11.0 28.0 14.97 1.00 418.8 Single, Clear NW 7.0 5.0 14.0 14.97 0.99 207.7 Single, Clear SE 9.0 9.0 38.0 10.59 1.49 600.9 Single, Clear SW 1.0 7.0 38.0 11.59 1.01 442.9 Single, Clear SE 9.0 14.0 64.0 10.59 1.28 865.6 Single, Clear SE 1.0 11.0 32.0 10.59 1.01 341.3 Single, Clear NE 1.0 5.0 13.0 14.70 1.00 191.2 Single, Clear NE 1.0 6.0 16.0 14.70 1.00 235.3 As -Built Total: 252.0 3436.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 268.2 1.80 482.8 Concrete, Int Insul, Exterior 4.1 1474.0 3.31 4871.6 Exterior 1474.0 2.00 2948.0 Frame, Wood, Adjacent 11.0 268.2 1.80 482.8 Base Total: 1742.2 3430.8 As -Built Total: 1742.2 5354.3 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Wood 18.0 5.90 106.2 Base Total: 52.0 245.4 As -Built Total: 52.0 364.6 CEILING TYPES Area X BWPM Points Type1 R-Value Area X WPM X WCM = Points Under Attic 1666.0 0.64 1066.2 Under Attic 30.0 1666.0 0.64 X 1.00 1066.2 Base Total: 1666.0 1066.2 As -Built Total: 1666.0 1066.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 188.0(p) -1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: -357.2 1 As -Built Total: 188.0 470.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1 1 1561.0 -0.28 -437.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT Winter Base Points: 5594.7 Winter As -Built Points: 10254.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10254.2 1.000 1.078 x 1.160 x 0.95) 0.409 0.950 4730.2 5594.7 0.6274 3510.1 1 10254.2 1.00 1.188 0.409 0.950 4730.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 v WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 12940 3510 7692 24142 1 10565 4730 7871 23166 PASS yC4 ,It1E ST,,7 O f COD WE o EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 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 we 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, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed Inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA-99 nTHFR PRESCRIPTIVE M1=A.R11RFR lmuct ha mat nr PrrPPriPd by all racldpnrpc_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. Extemal or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 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 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge(&/FlaRES'2001 FLRCSB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. 1. New construction or existing 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 (W) 7. Glass area & type Single Pane a. Clear - single pane 252.0 ft' b. Clear - double pane 0.0 ft' c. Tint/other SHGC - single pane 0.0 ft' d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage b. N/A New Single family _ I _ 3 _ Yes _ 1561 ft' Double Pane - 0.0 ft' - 0.0 ft' 0.0 ft' - R=0.0, 188.0(p) ft _ R=4.1, 1474.0 ft' _ R=1 1.0, 268.2 ft' _ R=30.0, 1666.0 ft' _ Sup. R=6.0, 1.0 ft _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, 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: 36.0 kBtu/hr _ SEER: 12.00 _ Cap: 36.0 kBtu/hr _ HSPF:8.35 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar `designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you 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 v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 log COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 631-2665 Project• • For. MWaEUN HCIAS Notes: Weather: Orlardq AP, FL , US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Build'' heat loss 34621 Btihn Ventilation air 50 cfm Ventilation 38Btuh D Design361 Btuh Infiltration Melhod Simplified quality Average Fireplaces Area ft He ing Co 1lin Volume ( ft 14998 14998 Air cha eslhoulr Equiv. AVF (dm) 0. 80 200 0. 40 100 Heating Equipment Summary Malmo TR*E Trade Efficiency Heating inpiut Healing ou W Heating Wm rise Actual eating fan Heating air flow factor Space therrnostat 7. 7 HSPF 0 Brun @ 47OF 0 OF 1200 cfm 0. 035 c1m/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 25115 Bhdi Ventilation 990 Bhh gnat swing 3.0 OF mperahueUseRate/wing multiplier 0.98 Total seas. equip. bad 25583 Bb.h Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Bk h Infiltration 2949 Bkh Total latent equip. bad 5573 Btuh Total bad 31156 Btuh Req. capadly at 0.70% SHR 3.0 ton Cooling Equipment Summary Mal® TRANE Trade Load sensible heat ratio Sold Italic values have been manually overridden PrinW oertified by ACCA to meet all mclimernents of Manual J 7th Ed. wrsg11tsoft Right -Suite Resldentlal^ 5.5.06 RSR26013 EAFlles% MORRISON 2002%1561 NASSAU\nassau.rsr 121 EER 24850 Bb.fn 10650 BtLh 35600 BILh 1200 cfm 0. 048 drNBhdn 82 % 2002- Jun-06 09:03:30 Page 1 7e RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14998 ft3 x 0.0167 = 200 cfm 2 Winter infiltration load 1.1 x 200 cfm x 32 OF Writer TD = 7039 Bbih a Winter irlftibation HTM 7039 Bhjh / 304 ft2 Total window = 23.2 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14998 ft3 x 0.0167 = 100 Cfm 2 Summer infiltration bad 1.1 x 100 Cfm x 18 OF StmmerTD = 1980 Btuh a suwner nobatiorl HTM 1980 Bhu1 / 304 ft2 Total window = 6.5 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 100 cfm = 2949 Btuh Procedure D - Equipment Sizing Loads 1. Sensible stung bad Sensible ventilation bad 1.1 x 50 cfm vent x 18 OF arnmerTD = 990 Btijh Sensible load for structure (Line 19) + 25115 Bhj1 Sum of ventilation and strudhJre bads = 26105 Btuh Rating and temperature swing multiplier x 0.98 Equiprnent sizing bad - sensble = 25583 Btuh 2 Latent sizing bad Latent ventilation load 0.68 x 50 cfm vent x 43 grAb moist.d'rff. = 1474 Bhuh Internal bads = 230 BtLh x 5 people + 1150 Bhuf1 Infiltration load from Procedure C + 2949 Bh h Equipment sizing bad - latent = 5573 Bb h Construction Quality is: a No. of Fireplaoes is: 0 Boldlltallc values have been manually overridden Printout certified by ACCA to meet ag reWrements of Manual J 7th Ed. wrightsoft Right -Suite Residential- 5.5.06 RSR26013 E:\Files\MORRISON 2002\1561 NASSAU\nassau.rsr 2002-Jun-06 09:03:30 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 631-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R BTH 2 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 4.0 62.4 9.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 5.0 6.0 47.4 28.0 0.0 FOY a n sw a c n 0 n 1 1 90 1.0 7.0 1.0 4.0 76.4 14.0 14.0 DIN LAUN KIT NOOK a n ne a c n 0 d 1 1 90 1.0 9.0 3.0 6.0 39.4 38.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 4.0 LIV b n ne a c n 0 d 1 1 90 1.0 9.0 6.0 8.0 39.4 64.0 0.0 M BR a n ne a c n 0 d 1 1 90 1.0 1.0 6.0 5.0 39A 32.0 0.0 M BTH a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 4.0 39.4 13.0 0.0 DEN/STUDY a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.0 0.0 C wrigjjtsoft Right -Suite Residenllal- 5.5.06 RSR26013 2002-Jun-06 09:03:30 M E:\Files\MORRISON 2002\1561 NASSAU\nesseu.rsr Page 1 gIG)ITd ORKSHEET 10 nt re c%e DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2665 MANUAL J: 7111 Ld 1 Nae me dmorn Entire House BTH 2 BR 3 FOY 2T4CeLdapaocivol 188.0 ft 6.0 ft 38.0 ft 15.0 ft 3 Roomdir rs 6.0 x 14.0 ft 15.0 x 13.0 ft 8.0 x 8.0 ft hgs Ca-dL Option 9.8 1heatbod d 9A ft hsacbod 9.4 ft heeVxd 120 ft heefkrod TYPE CF CST HTM Area Load W) Area Load Pt" Arm I Load (Bai1) Area Load (Bt11) 64DOS FE NO. Htg Clg Htg Clg OF) Htg I Clg M Htg Clg ftj Htg I Clg 5 Gross a 14B 4. 21 1547 39 96 Emceed b 12C ZE 1 0 0 k& and c 13C 3. 1 6 0 EK paASors d 0. oc 0 0 e 0. 0. 0 0 f 0. 0. 0 0 6 Wid3Asad a 1C 37. 18B 69Q 333 28 103E 14 51 gum doors b 8C 37. m 0 0 0 Healing c 94 29. 0 0 0 0 d 0. 0 0 0 0 e 0.c 0 0 0 0 f 0. o 0 0 0 7 Wicbnsad North 27. 1 493 0 0 14 41 glass doors NEM 401 1 6984 562 0 0 Cooling ENV 0. 0 0 0 0 SE/5W 47. 2939 0 2B im 0 SWh 0. 0 0 0 0 Horz 0. 0 0 0 0 8 Othardoors a 10D 14. 9. 500 338 0 0 34 500 b 10D 14. 9. 1 265 179 0 0 0 0 c 0. 0. 0 0 c 0 0 0 0 9 Net a 14B 4. 21 1261 5812 2997 218 98 329 151 678 48 221 opined b 12C zi 1. 0 0 0 0 c 0 0 we& and c 13C 1 26E 845 314 0 0 84 265 pertDats d 0. 0. 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 10 CeBrgs a 16D 1., z 1686 28M 3709 84 142 187 195 33 431 64 109 b 0. 0. 0 0 0 0 0 c 0 0 c 0. 0. 0 0 0 0 0 c 0 0 d 0. 0. 0 0 0 0 0 0 0 e 0. 0. 0 0 0 c 0 0 0 0 f 0. 0. 0 0 0 c 0 0 0 0 11 Floors a 221A 25.E O.0 188 4873 0 1 156 0 39 m 15 3B9 Nate: roan b 0. 0. 0 0 0 0 c 0 0 c 0. 0. 0 0 c 0 0 0 0 sad d 0. 0. 0 0 C 0 0 0 0 for slab a 0. 0.( 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 0 0 0 12 IrdtiOration a 1 23 6 7039 19909 20B 50 28 641 1 48 1111 31 13 Slbbtal bss=6a8-+11+12 314TJ 1057"" 461 3112 Less edernal hsabg 0 Less ba da 0 0 HeaDucting 1 1 1 10 143147106310 15 Total loss 13+14 34621 1163"" 40,"" 3424"" 16 Ir t gain Feopb Q 300 5- 1500 0"" 0 0 c 0 1230 2- 18M 0 0 0 17 Sulld RSH g*r-7+1+12++16 77 332 m Less edamal mdng 0 0 Less trader 0 0 Caofirg redsbixfim 0 0 18 Dud gain 1 Z2B3 10Y 90 10i' 20"210 1 19 Toiai RSH garF(17+18)-PLF 1.00 25115 1.00 995 1:00 1.00 1 2D Air required (dn) 1200 1200 48 1 139 119 7 Prinbxlt certified by ACCA m meet aH requirements of Manual J 7th Ed. c wrirJ"tsOfit Right -Suite Residential 5.5.06 RSR26013 2002-Jun-06 09:03:30 A k E:%Fiies\MORRISON 2002/1561 NASSAU%nessau.rsr Page 1 PI pTd WORKSHEET nure ouse DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MAMNL.k mra 1 Namedroom DIN LAUN IdT NOCK 2 Lerglhdeposed%%d 8.0 ft 18.0 It 120 ft 20.0 ft 3 Roomers 16.0x 15.0ft 11.0x 7.0ft 120x 11.0ft 110 x 11.0ft 4 Ce3xls Carxit Option 10.0 1heeYood 9A ft hee6bod 9A Ili heatllod 9.4 ft i heacbod TYPE OF CST HTM Area Load (Btrh) Area Load (BL" Area Load @Lh) Area LOW(BIh) E)FOSURE NO. Htg CIg ft Htg Clg it,) Htg Clg M Htg Clg ftli Htg Clg 5 Grass a 14B 41 21 C Q"" 113 188 Ei7xsed b 12C 2 1.9 c"" 0 0 0 waG and c 13C 3 1 122 0 0 partibas d 0. 0. 1 0 0 e 0. 0. 0 0 0 f0. 0. 0 0 0 6 WFYbAsand a 1C 37.0 c 0 0 c"" 0 076 glass doors to 8C 37. 0 0 0 0 0 0 Heafrg c 9A 29. 0 0 0 0 0 d 0. 0 0 0 0 e 0. 0 0 0 0 0 f 0. 0 0 c"" 0 0"" 0 0 7 Wrd3 Band North 27. 0 0 0 0 4 81 glass doors NEMW 40 0 0 0 c 38 1497 Ccoiig ElW 01 0 0 0 0 c 0 0 SESW 47. 0 0"" 0 0 A 161 South 0. 0 0 0 0 0 0 Horz 0. 0 0""' 0 0 0 8 ORra doors a 10D 14. 9. 0 0 0 0 0 0 to 10D 14. 9. 0 0 1 179 0 0 0 0 0 cc 0. 0.1 0. 0 0 0 0 0 0 0 0 9 Net a 14B 4. E 21 0 0 47 217 97 113 520 232 112 516 231 eposed to12C 2.c 1. 0 0 0 c 0 0 0 0 0 vat and c 13C 3. 1 ac 252 91 104 328 122 0 0 c 0 0 parlDorts d 01 0. 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 10 CebVs a 16D 1 290 407 914 77 131 171 132 224291 121 205 289 to 0. 0. 0 0 0 c 0 0 0 0 0 0 c 0. OX 0 0 0 c 0 0 0 0 0 d 0. 0. 0 0 0 c 0 0 0 0 0 e 0. 0. 0 0 0 c 0 0 0 0 0 f 0. 0. 0 0 0 c 0 0 0 0 0 11 Floors a 22A 25.G OX E 27 0 18 0 12 311 20 518 Nola: morn b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0isdspi.. d 0. 0. 0 0 0 0 0 0 0 for slab a 0. 0. 0 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 0c 0 0 12 Infiltration a 23 U 0 0 18 417 117 0 0 C 76 1760 495. 13 Subbialbss=6+8-+11+12 im 1824 1066 Less edwd heefrg 0 0 0 Less trai der 0 0 0 1 1 10Y 10148711 581 15 Toil loss =13+14 953 20M 1160 la's 16 Int gaits People Q 3M 1 300 a- 0 0 0 Appl Q 1200 C""' 0 1 600 1 1200 0 17 Sul=RSHgar=7+8-+12+16 928 12B6 4186 Less edanlalcooig 0 0 Less Ira da 0 0 Cooling redstrbrmCn 0 0 18 Dud gain 101y, 93 1UK 129 1 173 10 419 19 Total RSHga l7+18)-PLF 1A0 1021 1m 1415 1D0 18M 1A0 in Airrequied (drr 33 49 68 91 221 PfinW oe diied by ACCA to meet ag mipi rnenis of Manual J Th Ed. wrrfgf-tsofiC Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 EAFlles\MORRISON 2002\1561 NASSAU\nassou.rsr Page 2 PI pT;.J ORKSHEET nure ryrycMe DEL AIR HEATING,AIR CONDITIONING,R Job: NASSAU 11.27.96 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831.2665 nnwvur+L c /Vita 1 None d man Uv M BR M BTH DENISTUDY 2 Lerg1hdepasedva 140 ft 34.0 ft 120 ft 11.0 ft 3 Roanch asb 15.0 x 15.0 It 15.0 x 13.0 ft 120 x 14.0 ft 11.0 x 15D ft 4 Cenligs CorldtOption 11.0 9A ft 9A ft heatllod 9.4 ft i healbod TYPE CF I CST HTM Area Load @kn A. load @ h) A. Load Pi h) Area Load W) SO)OSURE Na Htg Gg re) Htg Clg Me) Htg Clg ft Htq Clg fly Htg I Cig 5 Goss a 143 4. 21 154 113 103 Eked b 12C 2 1.1 C"" 0 0 0 VJA&& rd c 13C a 11 0"" 0 0 pertbans d OX 0. 0 0 e 01 0. 0 0 f0. 0. 0 0 6 V16mn6and a 1C 37. 0 1183 13 16 591 glass doors b 8C 37. m 0 0 0 0 Hee6g c Set29. 0- 0 0- 0 0- d 0.0 100 0"" 00e0. 0"" 0 0 0 f0. 0 0 0 0 7 Whdansad North 27. 0 0 0 0 glass doors NE(NW 40 2522 1251 13 512 16 kyCoo ENV 0. 0 0 0 0 SFJSW 47. 0 0 0 0 Safi 0. 0 0 0 0 Horz 0. 0 0 0 c 0 8 Otinerdoas a 10D 14,1 9 1 0 0 c 0 0 0 0 b 10D 14. 9. 0 0 0 0 0 0 c 01 0. 0 0 0 0 c 0 0 9 Net a 14B 4. 21 415 185 1325 2 100 87 403 180 peed b 12C 2 1. 0 0 0 0 0 0 v eF and c 13, 3. 1 0 0 0 0 0 0 0 pertDorns d 0. 0. 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 10 Ceings a 16D 1.1 z 21E 382 501 195 331 434 168 231374 165 2t7() b O.c 0. 0 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 0 0 d 0. 0. 0 0 0 c 0 0 0 e 0. 0. 0 0 0 c 0 0 0 0 f CIS 0. 0 0 0 c 0 0 0 0 11 Floas a 22A 25.E 0. 353 0 N 881 0 12 311, C 11 211 Nolx roan b 01 0. 0 0 0 0 c 0 0 0 c 0. Of 0 0 0 0 0 0issddlspl. d 0.( O.c 0 0 0 0 c 0 0 for slab a 0. 0. 0 0 c 0 0 c 0 0 floors) f 0. 0. 0 0 0 0 c 0 0 12 InfDmUon a 23 64 rA 1482 417 221 741 20B 13 301 85 16 370 104 13 SltYbtal bss=6+6-+11+12 5u Wl 1 1930 Less extrnei heating 0 0 less trarsfra 0 0 Fleatirg red rbuti0n 0 14 Duct loss 1 501 1 446 1 1 10 193 15 Total loss =13+14 W 49U7"" 2021 2122 16 Int. gain Peo* Q 300 3"" 900 1 300 0 0 17 Sublot RSH gait=7+&+1+12+16 4625 2795 1176 1 Less ®danal coding 0 0 Less tra 6b 0 0 COO&V radstrbubw 0 18 Dud gain 1 462 1 280 1 118 10 1 19 Total RSHgai1=(17+18)-PF 100 4977 1A0 375 1A0 1c 4 100 141 20 Air required (dim) 191 238 170 147 7 PfvW ouffied by ACCA to ff eet ag mqu s of Manual J M Ed. c wrrrghtsofC Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-06 09:03:30 fCp. EAFIles1MORRISON 2002/1561 NASSAUInassau.rsr Page 3 1 l aVs I m o x 16xl6 rag 16x16VrJagh4- 4x8 Ircd 3' bath duct 2M toroof cap Fan8x4 Iwcd 9,o LO 9' Ox6 Iwcda4' Iybothuctz to roof ap u IOx6 Iwcd a 1 LF4 a, rLI 900 Mr. Iwcd ox r® 80 6' 6. " 1 7• IlOx6 Lrcd 1040 rap 30 Q8• 24xl8 rag. 6' L 3' bath duc O - J to roe cn l4 16x1 rao r/Fon IOx6 Irc 44' dryer duct A/C 60 to roof cap pqp 9 3.0 ton w/Skw i240v Iphh 2x12 ro lSx13 plan 24X14 RAD o platform by bldr scale 1/8'-I'O' 1 l L t 1 I I I l Must have.4 nlnhuw civarance of 4 InCIQ around the air handler per the State Ena, Y cOdf. All duct has an r=6 "wtotbn value. OJ E O ' D 2LnCl; O 0N L UI ci Cn L L lf1 00 FO- i bi N O 6 C7 i 2: Z Rating zz N CO o z .. o w 3 m Q 7 J O D Q a' ma_ J(n00 t:: rCjvtl I l 1 Q I r Fk . TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION I Products are included on this list If they meet the requirements for registration as a pesticide' product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. I Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or Implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company Name Active Ingredient - Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-9 BIFLEX SFR TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP. BIFENTHRIN 279-3112 BOARD DEFENSE IN-CIDE TECHNOLOGIES, INC. M 1 E 11AHHYDRATTt ORATE 44757-20 BORA-CARE NISUS CORP. DISODIUM OCTABORATE TETRPmRATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATE CYREN TC SPECIALITY TERwrICIDE I INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 87760-10 DEMON TC' SYNGENTA CROP PROTECTION, CYPERMETHRIN, 10182-107INC. DRAGNET SFR FMC CORP. PERMETHRIN 2793062TERMrncIDEnNSECTICIDE DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES CHLORPYRIEOS 6271947 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP. SULFLURAMID 279-3196 STATION, LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUBENZURON 68850-2 MARTIN'S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506,6.53883 TERMITICIDE I INSECTICIDE NAVIGATOR 4 TC t.- GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICALAMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDEIINSECTICIDE PERMETHRIN PRO TERMITICIDE-TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, INC. PERMETHRIN 10182-95 PREMISE 75 INSECTICIDE IN WATER GAYER CORP IIvIIDACLOPRID 3125 455SOLUBLEPACKETS file://C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 223 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDEANSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT 11 DOW AGROSCIENCES, LLC HEXAFLUMURON 62719-272 SHELL -GUARD .. PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905.6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70506-6 INSECTICIDE TERMIDOR 80 WG AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICIDE/INSECTICIDE SCIENCES USA LP TIM-BOR PROFESSIONAL' UNITED STATES.BORAX 8 DISODIUM OCTABORATE 1624-39CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDEANSECTICIDE AVENTIS ENVIRONMENTAL CYANO 432-767 CONCENTRATE SCIENCES USA LP VR 8R MASTERLINE TERMITICIDE TIC VOPAK COMPANY CHLORPYRIFOS 55431-1-73748 Note: This product is no longer shipped and distributed In the State; however, material In trade channels may be purchased end used acooidInq to label directions. Pesticide Product Brands: 34 Corripanies: 22 Ustupdated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit Inquiry to Department of Agriculture & Consumer Services. Termiticide for New Construction Registration inqui[y Form - This page has been accessed times since March 4th, 2002 file)/C:\WINDOWS\Temporary%20]nternet%20Files\OLK70F3\TERMITICIDES%20REG[STE... 7/23/02 is i- 1 17ALokk7_ A, • A PRODUCT OF NISUS CORPORATION 8/03 For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use In and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces In Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No.64405-1 Disodium Octaborate Tetrahydrate (Na,B4O„ • 4H2O): ........ 40.0% EPA Est. 64405-TN-1 INERT INGREDIENTS: ........................................................ 60.0% U.S. Patent Nos. 5,104,664 5,460,816 Density: 11.51 pounds per gallon 5,645,828 6,426.095 KEEP OUT OF REACH OF CHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Statement of Practical Treatment If Inhaled: Remove victim to fresh air. Apply- artificial respiration if Indicated. Contact a physician If warranted. If In Eyes: Flush with plenty of water. Get medical attention If Irritation persists. If On Skin: Wash with plenty of soap and water. Get medical attention. IN CASE OF A MEDICAL EMERGENCY Involving this product call (800) 424-9300 or your local Poison Control Center. Environmental Hazards BORA-CARE° solutions carelessly spilled or applied to cropland or growing plants including trees and shrubs may kill or seriously retard plant growth. Cover plants and nearby soil with plastic to avoid contamination. Do not apply directly to water. Do not contaminate water when disposing of equipment washwaters. I DIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner Inconsistent with.1ts labeling. NOTICE Read and understand the entire label before using. Use only according to label dlrQctlons. Before buying or using this product, read'WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE° should be applied only to bare wood, plywood, particle board and other cellulosic materials where an Intact water repellent barrier such as paint, staln, or a sealer Is not present. The use of this product In food processing establishments should be confined to time periods when the plant Is not in operation. MADE IN THE U.S.A. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment In food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead Interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of If contamination from dripping occurs. Do not apply In food serving areas while food Is exposed. BORA-CARE' Is NOT a soil termiticide and should not be used directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage or disposal. PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of In a sanitary landfill, or Incineration, or If allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE" In confined spaces, It Is recommended that ventilation or an exhaust system be provided. If this Is Impractical, the use of a NIOSH approved respirator with an organlc-vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHAINIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARED Material Safety Data Sheet for additional health and safety Information.) IVisMrlis cbnroeAilop 100 Nisus Drive, Rockford, TN 37853 800) 264-0870 www.nisuscorp.com o> L 1. MIXING INSTRUCTIONS III. GENERAL INFORMATION BORA-CARE• Is a concentrate which must be diluted with clean water before use. The use of warm or hot water, If available, and an Impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and sUr the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CAREm directly in a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start reclrculator, then slowly add BORA-CARE• concentrate. Allow to mix until uniform. Use 1:1 and 2:1 BORA-CARE° solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or In tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE° may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other Insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 dilution raft may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anoblld and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2' thick or greater. Drywood Termites, 5:1 Two (2) applications Powderpost Beetles and required for surface spray. For only. Decay Fungi prevention TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2' In thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber Z BORA-CAREm is an innovative termiticide, Insecticide and fungicide that eliminates existing Infestations and provides long term protection against: Subterranean Termites: Reticuiitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobild Beetles: Anoblidae Old House Borers, Longhorn Beetles: Cerafnbycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARD can be used on all cellulosic materials Including wood, plywood, particle board, paper, oriented strand board (OSB), cardboard and wood composite structural components. In areas where a soil treatment/barder terrtiticide treatment is required by law, BORA-CARE* should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CAREm will both eliminate and prevent Infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumlgaUon in order to provide long term residual control. Since BORA-CARE* Is applied directly to the wood, It can be used In areas where environmental contamination Is of concern (nearby wells, cisterns, etc.). The active Ingredient In BORA-CARE• Is an Inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material Is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present In the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. IV. REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CAREm solution Into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CAREm solution to the point of wetness to all Infested and susceptible wood, paying particular attention to Infested areas. Two (2) coats of BORA- CAREm solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily Infested areas waiting at least 20 minutes between applications. In cases where the Infestation is not accessible from the surface, small holes may be drilled Into the wood in order to gain access to the Infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent Intact wood may be treated by pressure Injecting BORA-CAREm Into holes drilled Into the wood at eight (8) to ten (10) Inch Intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating Infested wall voids, refer to Sections IV. E. and F. B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CAREm solution to the point of wetness to all Infested and susceptible wood surfaces Including sill plates, piers, girders, subfloors, floor joists and any wood exposed to vertical access from the soll. On wood where access Is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CAREm solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE* solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CAREm solution Into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the Infested area. Drill holes adjacent to the side of each stud every 18-24 Inches along Its length and Inject at least 1/3 fluid ounce of BORA-CAREm solution per hole. Drill at least one hole per stud bay near the floor In order to treat the base plate In each void. Treat entire wall areas as opposed to single stud bays in order to Include the Infested area completely within the treatment zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two 2) parts water to one (1) part BORA-CAREm (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface. For treating Infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10% or less before applying final finish. BORA-CARE" applications may raise the grain of the wood and an additional RW sanding maybe necessary before applying a new finish. Although BORA-CARE' is compatible with most floor coatings, always test a small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface Is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final j[ght sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution Into voids and channels In damaged and suspected Infested wood and/or through small holes drilled Into walls and baseboard areas. Holes should be spaced no more than 24' apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing Insulation may Interfere with distribution of the BORA-CAREm solution. If necessary, remove or displace Insulation prior to treatment. F. Foam applications: BORA-CAREm can be applied -to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CAREm (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill Ole void. Foam will take approximately one (1) hour to return to liquid state and soak Into bare wood. Apply foamed BORA-CARE' to void spaces at a 1:20 to 1:30 foam ratio (one [1] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces In the void space. G. Foam Insulation may be treated by Injecting a two (2) parts water to one (1) part BORA-CARE* (2:1) solution Into the Infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam Insulation, such as polylsocyanu rate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be Injected, as well as surface sprayed, to achieve proper control or prevention of Infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction process when the greatest access to all wood members Is available. Normally this Is at the "dried -in' stage of construction when all structural wood and sheathing is in place, yet prior to Installation of insulation, mechanical systems, electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CAREm 1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to Include all sills, plates, floor joists, piers, girders and subfloors. Treat wood In all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on Interior and exterior wails, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood In contact with the slab as well as all Interior and exterior wall studs and wall sheathing material. In attics, treat all wood including calling joists, trusses, top plates, rafters and roof decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access Is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE* solution to the exposed surfaces. Walt at least 20 minutes between applications. Treat all exterior wood including siding, faclas, soffits, eaves, roofing, porches, decks and railings (refer to Sections VIII and IX for complete exterior application Information). 3 VI. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE° (1:1) solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it Is best performed when greatest access to all wood members Is available. Normally this is at the'dried-In' stage of construction when all structural wood and sheathing is In place, yet prior to Installation of Insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one 1) coat of a one (1) gallon water to one (1) gallon BORA-CARE*(1:1) solution to point of wetness In a 24-Inch wide uninterrupted band to all wood surfaces In crawl spaces and basements, to Include all sills, plates, floor jolsts, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all Interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces In order to provide a two (2) foot wide barrier of BORA-CARE' treatment against termite penetration. On wood where access Is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE* solution: Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entireperimeter of the structure with a 24-Inch wide band of BORA-CARE* solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure Injecting BORA-CARE* Into holes drilled Into the wood at eight (8) to ten ( 10) Inch Intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE* (1:1) solution to all base plates and the bottom 24Inches of all studs on all exterior and Interior walls. In areas where access Is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE* solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood In plumbing walls and apply to any wood In bath traps as well as wood adjacent to plumbing, electrical conduit and duct penetrations In order to provide a minimum 24-Inch wide barrier of treatment between the soil and the balance of the structure. VII. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two ( 2) coats of a five. (5) gallons water to one (1) gallon BORA-CARE* ( 5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Walt at least 20 minutes between applications. V111. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an Intact water repellent or finish Is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARED solution to the point of wetness to all wood surfaces. Apply two (2) coats of BORA-CARE° solution to heavily Infested areas and to those surfaces where access Is limited to one (1) or two (2) sides of wood members. Do not apply In rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If Inclement weather Is expected, protect exterior treated surfaces with a plastic tarp. For wood In contact with the ground or soli, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE' will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It Is Important to allow BORA-CARE* treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an Intact water repellent or other finish Is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE° solution to the point of wetness to all interior and exterior wood surfaces. Refer to application chart for minimum amount of BORA-CARE• to treat various size logs or beams. Typically, two ( 2) coats of solution will be required to treat round logs 10' or greater In diameter and rectangular logs larger than 6' x 12'. Walt at least one (1) hour between applications. Two (2) coats of BORA-CARE* solution should also be applied to log ends, notches, comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply In rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after treatment. If Inclement weather Is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long tern protection, exterior wood surfaces which have been treated with BORA-CARP will require a topcoating with a water resistant finish, paint or exterior stain. The Flnish or topcoat should be applied within six 6) weeks of treatment. It Is Important to allow BORA-CARE* treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 X. DIP TREATING LOGS AND LUMBER X111. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARED (5:1) . This will result In a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to cover all wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. XI. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE' treatment to wood Ih contact with the ground or soil has a limited Ilfespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA•. XII. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA-CARE®to Inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or Insect Infestation Is not guaranteed. Neither the manufacturer nor seller shall be liable In respect to any Injury or damage suffered by reason of the use of this product for a purpose not indicated by the label or when used contrary to the directions or Instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled In accordance with this label. It is not Intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, If necessary, from the owner, following Investigation by the user. BORA- CARED and JECTA° are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood 1: 1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CARE®to Inches) WIII Treat Up To: Treat 1000 Square Feet 1/ 4 1,600 Square Feet 0.6 Gallons 3/ 8 1,067 1.0 1 / 2 800 1.2 3/ 4 533 1.8 1 400 2.6 TABLE C. Round Logs 1: 1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARE® Diluted BORA-CARE®to Inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4' NOTE: The numbers listed above are based on an application rate of one (1) gallon of BORA-CARE® solution to 400 board feet of wood. ID NISUS 100 Nisus Drive Rockford, TN 37853 800- 264-0870 www. nisuscorp.com National.Evaluation Service Inc. im5203LeesburgPike, Suite 600, Falls Church, Virginia 22041-3401 Phone:703/931-2187 Fax:7031931-6505 website: www.nateval.org CODE COUNCIL NATIONAL EVALUATION REPORT Report No. NER-617 Copyright © 2001, National Evaluation Service, Inc. Issued October 1, 2001 BORA-CARE® TERMITICIDE, INSECTICIDE AND The instructions within this report govern if there are any conflicts FUNGICIDE between the manufacturer's published installation instructions and this report. . NISUS CORPORATION 215 DUNAVANT DRIVE ROCKFORD, TENNESSEE . 37863 800-264-0870 nisus0nlsuscdra.com www.nlsuscorp.com 1.0 SUBJECT BORA-CARE®Termitidde, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide Is used to provide protection against subterranean termites. BORA-CARE Is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and Injections and prevents Infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in' BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which Is a mixture of borax and boric acid. BORA-CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE Into the wood continues after application until there is uniform distribution of the active Ingredient In the wood member. BORA-CARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed In -accordance with the manufacturer's published installation Instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published Installation instructions and this report shall be strictly adhered to and a copy of these Instructions shall be available at all times on the job site during Installation. 4.2 Application BORA CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORAM CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistency as water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE Is not a restricted category pesticide, but shall be applied by a professional pest control operator in acoordancewith local, state, or federal pest control regulations. BORArCARE is clear and odorless. All wood surfaces shall be treated according to label directions when protecting the structure for subterranean termites. Pretreatment for subterranean termite protection consists of treating a two foot band of wood around the perimeter of a structure containing a crawl space or basement when the wood comes Into contact with the foundation walls or support piers. This treatment Includes the joists, headers, sills and subflooring areas. Pretreatment of a slab on grade structure consists of treatment of the sill plate and two feet up on the wall studs and wood sheathing. On wood where access is limited to one or two sides of wood members such as sills and plates on foundation walls, apply two coats of solution to exposed sides, allowing for a minimum of 20 minutes between applications.. Pretreatment is performed at a point during the construction process when the greatest access to all wood members Is available. Typically at the dried -in stage of construction when all structural wood and sheathing Is in place yet prior to installation of Insulation, mechanical systems, electrical. wiring, and plumbing. 4.3 Protection from Water - Since BORA-CARE is water soluble, treated. wood shall be protected from rain and snow. For long term protection, exterior surfaces shall be coated with a water resistant paint or stain. Interior surfaces exposed to repeated moisture contact, such as shower stalls, bath houses, etc. shall be protected by a water resistant paint or stain. This report Is Ilmlted to the specific product and data and test reports submitted by the applicant !n !ts applicaflon requesting this re rt. No Independent tests were performed by fhe National Evaluation Service, Inc. (NES), and NES speci(lcally does not make any warrantyy, eifher expressed orlmplled, as to any flndmg or other matterin this report or as to any product covered by this report. This disclaimer Incudes, but Is not limited to, merchantability. This report !s also subject to the limlfatlon listed herein. Page 1 of 2 Paae 2 of 2 Report No. NER-617 6.0 IDENTIFICATION 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the Each container of BORA-CARE® Termiticide, Insecticide and code official, shall be submitted-atithe time of permit Fungicide covered by this report shall be labeled with the application. manufacturer's name/and or trademark and this National Evaluation Service evaluation report number, NER-617 for field 7.2 BORA-CARE shall be applied by applicators trained by identification. the Nisus Corporation and shall be licensed pest control operators. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation Instructions. 6.2 Test report, lab test of BORA-CARE treated wood and untreated wood exposed' to subterranean termites, Formosan Subterranean Termite and Eastern Subterranean Termite, Ft. Lauderdale Research & Education Center, University of Florida, Document No. IRG/WP/1504, April 2, 1991, by Nar-Yao and Rudolf Scheffrahn. 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern Subterranean Termite, -Ft. Lauderdale Research & Education Center, WAS, University of Florida, May, 1993, Masahiko Tok&o and Nan-Yao Su.. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 -in areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA-CARE Is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.6 7.6 7.7 6.4 Test report; January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L Amburgey. 6.6 Test report, January 1998 Progress Report, 73 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L Amburgey. 6.6 Test report, January 2001 Progress Report, 110 months exposure, field evaluation of BORA-CARE treated wood the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L Amburgey. 6.7 Test report on efficacy of BORA-CARE applied to OSB, plywood, pressure treated wood and FRTW, June 12, 2000, Mississippi State University Forest Products Laboratory, Dr. Terry L Amburgey and MS. S.V. Parikh. 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that the BORA- CARES Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 Intemational Building Code© with 2001 Supplement, the 2000 international Residential Code© with 2001 Supplement; the BOCA National Building Code/1999, the 1999 Standard Building Code©,. the 1997 Uniform Building Coder"", and the 1998 International One- and Two- Family Dwelling Code subject to the following conditions: BORA-CARE was evaluated only for. resistance to subterranean termites. BORA-CARE Is water soluble and shall be protected as noted in Section 4.3 above. BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. . • v ONE BY WOOD - B= DY OTHERS CA1TK 9E7W4D1 1WImOR-• FLANGE WOOD BUOf \ CONCRETE OR ULLiOWRY OPEMI{G BY oTHERs EXTERIORFINISH BY OTHERS PERIMETER CAM BY OTHERS FLANGE TYPE - WIND= FRAME HEADER 1 WNDOWHEIGHT FLANGE TYPE - WIHmoW FRAME SELL FiRI&MIER CAUL BY OTHERS ONE BY wMbSKIMASRMBUCKBYOTHERS SEE NOTES) BUG( WOTH INSTALLATION 1 i 4• 01. ANCHOR 3/16• DLL LWTAP1/ 4• SHIN SHIMI AS REn SHOWN SPACE MAILCALLK SHIM BETWEEN W000 a=-S, MASO RY OPENING CONCRETE OR MAY BY OTHERS OPE [ NO' trLANCETMVKBY071IIRSd TALL TION 4INSTALLATION1 1/4. 1 A ._ N ANCIEMBEDMENTOA4 TAPCON SH" PER& TTIR emu BY OTHERS CAULK BETWEEN WOOD BUG( WINDOW L01H MASY OPENING BY OTHERS SOB CA= BETKIN EXTERIOR WINmOW FUN FipyR SECTION 2 ' BUCK BY OTHERS WINDO* WTK ' A B C D E . K 2 WINDOW HGT. F G Q ^ A H 1 V CAULK BETWEEN wx= FLANGE 111, 11 1ADKEST SILL WITH WLLE31 E L D//AT10 N PREBY SLL APPROVED OAVEEMALOR SECTION 1 VIEWED FROM EXTERIOR AS t S ) ' 1) SEW AS IEO'0. Al EACH 06W1RpN ANOION Wlill LOAD gANNG NNW. 1ML ALLAWARZ IOU SOOT M BE 1/4% WINDOW FWAUE UATIOAL• ALUM" ALLOY mbl . 1/ 4. SHUI- SPACE MAIL eLa HEIGIRTSU STOOL I manomUSE LAM GWG lDOIA WDON FLANGE AT HEAD n ALBS SeL MW BE . ATTACH® TO THE SIMSTRATE WITH WL1EM IIS ADESNE CAULK ON APPROVED EONAL 4) APPUCAIM Or WIRJON IIS ADHESIVE CAULK A FRAME SILL M= COMPLY WITH SENANr YANUFACTURM RMOUIET DKIlCi 6 USE LATE CAIAX FOR PERIMETER SEAL AROUND DITEXIOR Or WINDOW FLANGE S) OASS THICKNESS MAY VARY PER THE HEORRELDAS Or ASTU E1300 MASS OM M WO r GLAZING 5 RaK INSUUTU6 MASS 5 ALSO OU4hTEL 7) GENERAL AIMWNIlUt 1440 IDOES SINGLE HOTNG 5 SHNWIL THH5 PRINT ALSO APPLIES TO THE 1540 UWATWC MASS SH E HUNG g306 W CE. iiT' E-AL FL OELMd R- 0.aF4 O- CWERAL ALUrT/A)T/M u A Q my L':L 1r COMPARATIVE ANALYSIS At Im- - ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS W97H ^ amff EXIMOR INTERIOR HEAD JANSS - SIZE12 III"tR 1f 1A a IS t/W x 3a AA W 7e0 1Ba FA 14 1a to I so SSA at 0 a A FA14" 1W ,A 1 54 WA 34 525. 53a aFA 144a isIW 1/6 1 55 1A n 0 ,/4143 45 a IA 19 1S , 40 40 F A 2a i 32 4W S1- 01 a FA FA 1H4 11N44426 to 1 m SA 2W IA It M AA 44 4244 42a BA 1H14+0 21 tN 1 m WA 41 41 a A 11O26in1O4040e3120 30 sn x 25 301/ 213144 Da 4456 Ma a30 4 30 1/2 x m WA 40 40 40aaF F OI34+4 30 V1 161 WA 40 4040 a FA 3Ox4+0 3OO 30 tp x 55 MW 30 14 x O 40 40a FA 23 i 37 1 a 3A 1 4040 a arA 24 24M37 i 50 AA 37 161 MW b 40U Ua aFA 24+ 5 37 155 SSW 40 40 400 aFA FF25 2237 x 0 n g 72 40 4040 46 1 48 ]e SN- fA4040 i FA rA4 M 4444448 100 SS 441 04 IA 40 40a ar.WLI 4a448 4e 155 SS 40 a afriv F. WN MOMS4axOUa aN x 53 to 13W U 40e a34 03 1A 1 m 40 j FFA FA.IU 344• i 34406T to It M a3 to x m 40 a 53 IA 1 40'341 FA HL1a 03t I 40 1 I 1 11 00} E 1)) 1WAE WATOI ( To 4 0 P RC4E M WA OF TES 0601 LOAD AP SF A P 40 I amm 1.0A0S WLL 8E UIOT[D TO 40A PSF OE 10 WATER TEST PRESaRE OF a.O PSi AOfEWEO M TE=L 2) DWALLA11Ot FLANGE FRAME WIDOW IN CCNOtETE OR MASMM OPD= USE 3/1a• 01A TAP0O1 ANCHORS Or Oif10ER LENGTH M PROWL 1mL 1-1/4. CNBMEINT INTO WBSTRAIE Al LOCATI0NS 1 SHAM ON C HARt Oti gF ELLVATpI FOR IfEY IN TAPCON LENGTH06TALL /e SOEW6 OF CUiN TALL TION H 1O RtOHOC 3/4' tOl. DMIDNQT INTO TOOT itOt Al NOSHUSEDINNOTUSEDINANCHOROIAKT. 11S ANCHOR OUANIIN USTEO t41T1 NEXT 5) CXAC FW O W APRfm NOT 3) F OtACi 14FOR T SAE LARGETISTE. FOR THE APPROPRIATE OE80Ni PRESMIRE RIDS. P17- it01tGWBILL • r4nt44 II 7=.pAbjxgjfW.l"U 7011 ow HOO1O01 ASSEMBLY DRAWING SERIES 144OA540 ML SINGLE HUNG WINDOW our n ao N/ A 02 24-OZ all s+N R11mot n 4nt m 10 6 01 B CEN-001I HpMqM W, NmAR TEMOCUX, 0 W. Sp W MWUNN,NL PxY. a= :f6 ,CaM4OW. nnVA 3T744 wo,L 40 U6 -CM FAX 4W M<D M CALAK BE IWMON WOOD O Q MASONRY OPENING BY OTHERS 01E BY WOOD BUO eY OTHERS / l MAIN B-\ J WIDFLANGEOW RANGE {{// RooD BLION eT OTHERS I I PERWETE R CAULK J eT OTHERS GLAZING wMDOiI iNEIGI- 1 EXTERIOR I PERIMETER CAULK BY OTHERS NSIALLATION ANCHOR 3/ 1E' DMA. IApCON BYO WD1R SHIM SPACE ' SHIN AS REDID CONCRETE OR SEE NOTES) AN MASONRY OPE." EMBEDMENT BY OTHERS AS R[OD. FLANGE TYPE KNDOW FRAM 4 BE AIOI[ S) Wom K • G MASNwO AVTOPENINGS[ C BY OTHERS aA21Kc DWALLAnON ANCHOR O 1-1/4' MN. 3/16' CIA. 1APC CA® COMEMI ON0 O 1 /.• MAR. E By W000 ANRI SPACE a" By TINKERS EXTERIOR \ CAWc BEIKCM . PERWQTER CALK WIDOW FLANGE BY OTHERS WOOD ONCK WINDOW WpTH CONCRETE ON MASONRY OPENING RANGE TYPE T BY OTHERS TDGGD im COMPARATIVE ANALYSIS E1 TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY W PSF LOCATIONS WDTH/ HEIOIT EXTERIOR INTERIOR HEAD JAvWS 12 t Eo 0 s OVA C DtlF 12 t 72 40 C KJ Is 1 35 40 Go A.B N3 2. a 1e 40 05! AA fF 2. a 2. 0 S A,e r,0 I - a 30 0 AA r,0 N a 3e 0 00 AA D.EIF 2+ t .e 40 AA D 2. , f0 40 4040 u.G AAo1f.G 2. t 72 o 0 AA DiJ.c 32 X .e 40 AA O.EI F 36 t 2. 40 W0 AA otlF 3e a .e 72p 0 AA DtlF 3f t o w OEfF e X 24 40 a0 AA DSJF B t .e 0 LrA AsD.r eX60404040AAFAe. a 24 72 3e 40 40 Xo A) Gr.G n a eo o 0 AB H3 73' X to o WINDOW FRAME SEC ION A HEADER WT OTHERS ..cmwrRAL F =j •B. U. A. F. ONION WINDOW MANUFACTURES NAME: HEIGHT WTH RANGE TYPE HDOW FRAME SILL j. E1•E R PA- a (r) N11 IN u M CENF__- may NaRS' •• A C d 1) SMIti ASR[O'0. AT EACH NSTAI AT1ON ANCHOR WITH LOAD BCARNG SHd.. WON• ALLOWABLE SHY STACK TO BE 1/4•. D E - - 2) WINDOW FRAME MATERIAL: ALLs NYY ALLM BOBS• 3) USETHE LATEXCA"WWBEHIND ITH wLKE M1aAOMISNEFLANGE u OR'APPPRWD EO wL. A77Aa® ro 1 •) TTIONOFCOH VMM11 HO CAULK ATFRAME SILL MUST'COLT WITH UXAMT 2 MANUFACTURER'S S) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or WNOOW RANGE 5) MASS THICKNESS MAY vARYPERTHEREOWKYENISOFASTME1300CLASSCRAMj7) WHERE WATER REWPANCC TEST DREpUNpERT or 15% Or DESIGN LOAD APPLIES. POSITIVE DESIGN wINQOW LOADS WILL BE OSF oLM LIMITED TO .0.0 PTO WATER TESTPRESSUREOFe.0 PST Ap Ery.M IN TEST' I e) NSTALLATIGe FLANQ FRAMWIWDOW IN CONCRETE OR MASONRY OPENING USE 3/1e' D14 HOT. H TAPCoN ANCHORS OFSO•r10EM LEMCTH M PROWX MN. 1-1/i EMBEDMENT INTO S3SSIRAR MARBLE SU STOOL BT OTHERS PRE -UST SILLCAULK BETWEEN RNDOW RACEE BT OTHERS ! PRECAST SLL WITH vuLKEM 11e ADHESIVE CAULK OR A+PROvED EOUAL SECTION t u ELEVATION •• VIEWED FROM EXTERIOR 0- 10/-Z- vL wa AT LOCATIONS SHOWN ONCHART. R) SEC ELEVATION FOR HEY 10 IAPCON LOCATIONS 10) IISIALL R SCREWS Or SUFIMKT LENGTH -TOPROvDE3/4' MN. EMBEDMENT INTO WOOD BUCK AT ALL TITHER FACTORY APPLIED INSTALLATION HOLES IFFACTORYAPPLIEDHC%LS ARE ROT PRESE.1. IS SCREWS SHOULD BE RACE AT MAR. s' FROM CORNERS tr•uu. 24' O.C. 11) IT EXACT WIDOW SZE 6 ROT LISTEDNANCHORCHAR7. USE ANCHOR OU—l' LISTED KflN1 NEXT LARGER SZE. FOR THE APPRoPHIATE DESCH PRESSURE REOD. 12) GENERAL 1450 SERFS PtCIU E WINDOW ISSNOWILINSPINTALSOAPPLIES7:1 THE 15% SERFS 107T W. CNN(1y Ed• CwTOWIL n rn • Fa in EI9W • Dd6 II TS OMMWC OO?WIIN INSTALLATION. E•ETAIL - SERIES 1450/ 1550 F:ANGE PW f AW. N O.D. F N A w.u.• a Na_ yu c<.. RON n Ea t_ 'n /TIT B I GEPI^ C' s SHEATHING By OTHERS B NSIALATtGH ANCHOR CREW SHOtW. (TTP.) CXTENaM---, FINISH BY 07HERS PERWETER CAULK BY OTHERS rim 7TPE MMDDW— FRAIE HEADER FXTERI I 1 i FIN IYPE— MNDOW FRAME SU PERIMETER CAULK By OTHERS ro SCREW J INSTAUTON ANCHOR SHOWN TYP.) EITERIaI FINISH BY OTHERS SHE ATmMG BY OTHERS CAULK BETWEEN FIN SHIM NSTALATON ANCHOR SCREW SHOWN (7YP.) C SBET SHIN AS REO D Z X WOOD SEE NOTES) BY OTHERS r MIN. FN TYPE CAUL. 'EMEN MeEoMENT WINDOW FRAME sic - t FN JAMS BY o.._as a WOOD BY OTHERS 1• MN. EMBEDMENT SHIM AS REDID. SEE NOTES) SHEATHING By OTHERS 1WNDOW NDiH EXTERIOR FWSA By OTHERS FXTERIQB PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH.+( ANCHOR ( 7YPJ 0 0 0 0 o SILL STOOL 2 BT OTHM ].• DC / MAIL ( TTP.) COUALLY SPACE vnNDOw ANCHOR (TYP.) HGT•, O / SM IM AS REOID. 0 6' MAX. (TYP.) SEE NOTES) o ,o 0 oil Z X 11000 I By071ERS1 J Lea• YAL (TTP.) CAULK BETWEEN 111 flf WIDOW FIN At -ELEVATION SHEATHINGEMBEDMENT VIEWED FROM EXTERIOR'.. SECTION 1 Nam: CA 3 MAMNAMMM r_ r 4QRAi 011-V 'AIftAA MAg" IaER FIU # 3 — COMPARATIVE ANALYSIS ANCHOR CHARY DESIGN PRESSURE AID. OF h SCREWS NQ OF D090 Dui NAILS CAPACITY N PSF REOID IN FRAME REDID. N FRAIQ t( MCKS) EaTCllm NTmDR HEAD SILL EA. AWB HEAD SILL • EA. JAM to to 3 3 3 ]63 B363 633 ] : 3 20 a So 66 x 2 3 ] ] 4 20 a 40 73 3t 3 3 ] 20 1 w Ss 61 6aw 3] S7 s ] w 6 6 3 ] 30 a 30 32 7 3 3waw I f 33 3 4 30 a soa 9 36 a 40 T w1 w3 3 3 3' 3 336 aw 0 w 3 3 3 3 a oa .o w ADo 03 s 3 3F.0 w w 3 33 33 3 3 1.0aw1). SWU AS REDID. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD SEARING SNnM MAX. ALLOWABLE SHIM 91ACK To BE /-'. WINDOWFWAAE MATERIAL ALUMINUM ALLOY 606L 3) USE LATER CAULK SNND MOON FN AT HEAD. SILL • iwas. USE LATEX CAUL, raft PEKRETOI SEAL AROUND EX ERION OF WINDOW FWB. S) GLASS INCINESS MAY VARY PER THE REOUO$MENTS OF ASTM MOD MSS CHAm SINGLE GLAZING 6 SHDWN. INSULATING 0 A55 6 ALSO OULGED. w 01 e) a•o TOT Or ZOr wrcc6• BEUmrTEo40.0 P7DUE mAERAPPLIES, Am M TEp. LOADS OF 7) NSTALLATa.: FIN FRAME .WOW N W000 MAW OPENING MTN TWO B* Worn STUDS. USING 0.090 OLDAMAILSORfaS=wS OF SIArCIEKT LENGTH M PROVIDE IRK. r EMBEDMENT INTO SUBSTRATE. IF EXACT WIDOWSin6HOT LISTED IN ARawR CNARI. USE ANCHOR OUAHOTY Lmm WITH 101 LARGER SIZE. I) GENERAL ALUMNAMS1140SERIES SND.E HING 6 SHow TAMS PRINT ALSO APPLES TO THE 1140 IIAAATNG GLASS 9MO. E HWG S[RCI nTsmE • fa • De+. n tool R Ga lly tIL •fed MAC Nano ASSEMBLY DRAwIN6 SERIES 1140/1940 TOR SINGLE HUNG WINDOW BB N A Mao. rat r 11/ 05/ o1 B 'GE-"N—O( SKAITD CAULK KtON CwIERICR r INISNTOTHER PERIMETER By DINERS Vitt vim., 1/.• N.L. ' SNIN WARE WOODtRRSnmNERs I SPUN AS REO'D. I 2 L WOOD IT DINERS rR ITVINDo1/ INSTALLATIONrRAMEANEHOR AANI SCIrtV 11 KIN. SPUN AS RCO•D A21tG ENKDKCXT S tstENOrEs) T W I' " SNONSPAEC . 1 CLICRIDR PERU[ TER CAULK rim TIrC IT OTHERS vINTOW rRAME .0- UII7ALL.TIDt HEADER' EXTERIORANC OR SCREW viiiiiNEK CALL. KHOND rW. DI SEMEN 2 SHEATPUNi r OTHERS SEE NOTES) EL7ERICR TIN TYPE WINww ' rame SILL PERIMETER CALL. IT OTNERS. EITCRIONJ runs,( ByOTHERSCAUL. KNNm rim SNE. IMNL By OINEK I. tax —{.• CpCHIKN1seciTaN 1 INIDOL NEWAT2 NMWINDOW HEIGNfSRl STax IT OTHERS AS REOIL L 1/.• IYL SHIN SPACE 9 INSTALLA TIOn ANCHOR SCREW 2 , WOOD RT OTHERS COMPARATIVE ANALYSIS & ANCHOR CHAR WINDOW DESIGN PRESSURE NO. or .8 SCREWS Na or OD99 DIL NAILS SIZE CAPACITY IN SrP RCOUIREDINFRANERCDUIRCDINFRANCtIwr S) WIDININEIGM7 ELtCRIOR INTERIOR HEAD L SILL I EA Y+O HEAD L SILL R EA J.NI 20 . > D 40 40 20 , 40 0 0 j 20 L ]o 0 0 t 0 .. 0 o 0o 070 a 20 0 40 3 a 40L40 40 00 7 40 L SO 40 40 w o 3 3. 60 40 40 S 73 CENTRAL FLORWA B.O.A.F. MANUFACTURER NAME: CFA/ ER 4L A/ rIM/NVJ•f MASTER FILE # I1) WCREWATER RESISTANCE TEST RCWD(C(ENT Or IS= Or DC TO LOAD TESTAPPLIES. PO "' KS" LOADS WILL K LWITCD TO .00 PST DUE TO WATER T(]t PRCSSUIC IT .O Pif C.Ev" W TCSi. b INSiALLA7101A TIN rwNE WIMw IN v® TRANS: OPENING WHIN TWO N vmD STUDS IIIING ! SCREWS ? SI1rrICfENT L.ENGTN TO PROVIDE KK V EMBEDMENT Wi0 In 00 U" DL MR, "A L I) I WINDOW S12E IS NOT LISTED IN MOO( CHNARI. USE p)ANTI7T LISTER 2 .) SPUN AS RT LARGER AGERS NI TO EACH IN VALLATION ANCHOR VITN LOAD SEAl1.>< SWN COUALLT SPACE "AL ALLOWAILI SNIN SIAO( TO K 1/4'. yOpRS ( T1'PJ S) WINDOW rRAK NAICRIµ. KUt1H6RN ALLOT LOLL L) USE LATCH 11: t[gNm WINDOW rIN AT KAD. SILL L -,Kr L 7) WIC L.TCL CALL. FO71 FTglr.R SEAL ARGIw ELTERIDR IT vIN(DoW rtANrz R) GLASS THOCRNESS NAI WART PER REONRCHSNTS Or AVN C1700 GLASS CNARIS. IZrA.A2RNG IS SOWN. INIIIR/N,INf GLASS Alro wALirtE6 11 GENERAL APPLIESTO UNURG900 110DDRMS IICTIRC IEVINDOWW ' IS SHOVN Ties PR1N1 µ20 1 I H I I L' NAL n T J o 0 o e • L' NAL (TTP.) -•••. — FVATIQ VIEWED FROM pNEXTERIOR IT OTHERS CAULK ETVEEN VINOCV, rLARTL L V® CLICK CDICRCIC IF MASU RT @EMI( IT (SKIS \ i i EXTERIOR fUlISH— n OT HERS PERIMETER CAILK- IT OTHERS 1 VINO[ TYPfIA - HEADER rIAN( KAOCI VINDOV EKTEIIOR I HEIron I I . 1• O( tT VOOD NoTm.. CLICK IT OTHERS j) 5q1 AS RCO'D AT EACH INSTALLATION u[MOR USING LOAD BEARING Sww. MAI. ALLOWABLE SHp STAG[ TO 61 1/.. IMiTALLATION ANCHOR 2) WINDOW TRNq MATERIAL ALLTNO6IY ALLOY 6061 LL• DNA. 7AP[01 USE ITtr. CALL. 6[M.O wMDdr I'LAMrl AT HEAD. SLL R JANOS, USE LATEEN CAULK FOR PEAwrTCR SEAL ARD00 EXTERIOR Or WINDOW I'LAMGL SHIN AS ROOD 51 CLASS THICKNESS MAT vART PER TK REOUIREVENIS Of ASIM I1300 Q'SS CHARTS. SEE ) O1CS) 6, OCSIGN rRESSURE CAPKI,T Or vINDOV L INSTALLATION IS LIwlED TD .OD PSr. 7) rER WSIALLAIIEM orrLANGE rRA)( vDIWVS IN CONCRETE OR HA&WI OPENING. USE IL• DNA. IAPCON TTPE ANNEIQS ICY SWrICIENT LENGTH M PROVIDE .IK 1-I14• EHEDKMT UrTO SUCSTRATE PLACE ANCMCRS LY VAL MON CORNERS L 24• OL MAIL. 1- I/:• MN dEIvEEN IT RUILD MvN AROUND CIRvED PATLM Or. vINCEw rRAME TO E ENGINEERED RT 01KRS. rRDNEMEOKN7 RTILD 10L HIM RE or SLO'rtCIENI STRENGTH TO ADCOUATELT 10N6:ER LOAD DOV TO THE vINSTRUCTURE. 1) ELEv. TIIMS SHOW CONON COlI URATTIM. IT IS NO, INTENDED TO LNIII USE O' 1MS IA.• NAL PRODUCT TO THESE Iv0 COKIGLRATIONL INS SHEET APPLIES TO All COEIVAIRAT106 SHIN SPACE f TNuICAN E NA)K/ACTUED FIC" 1HE RHO/t550 SERTCS DESIGNER rl'tD vIMOv rTIMING STSTEIL CENTRAL FLORIDA B.O.A.F. MANUFACTURER NAMEt 4'ENERM- . 41U /NVH MASTER FRE # LT aAmG n». tQ NOTED LUCK KIGMT SHINAS ED•D SCE NOTCL rLNCGE TYPE VIIOOW rRr1( . SLLl D rIym IVD PERIMETERCAW" IT O'gRS . 1/A• NAL V. SPACE IT OTHE rIMSH G d n (S) ERs CAULK EIVCEN VINDOV 1-1/41 MN. rUAHGC L VmD CLICK EHEDHENT CONCRETE QI INSTALLATION ANCHOR SORI OPEMKi ]/ IL• DIL IAPCDL Il OTHERS CAULK ETVCEM VOOD BUCK t NASORT mCMNG IT OTHERS SECTION I WINDOW HEIGHT 2 t WINDOW WIDTH ELEVATION VIEWtO FROM EXTERIOR n vmN----' It. • NAL Gd• SHIM SPACE SHIM .S RCD•D I -)EN• NRL J.NI tSE[I mMl' aN rL.' GET,PC vINDGv rRAN( D CLICK L HAS" OPENING r a 41 INS' ALLATION AKNO AIL• DIAL TAKEN 7PEQIN.rTC.ROEK van ILIDL IT °( i° CAULK KTVEEM ESTEAIDR (IMSH vlN Dv rLANGE IT OTHERS V00D RIOT 141" MOTH COME tE IR MA50RT on" SECTION 2 IT OrKR! WINDOW HEIGHT 1 2 I -' WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR Ll 1 TmI R. Gq I5. • rR*iu R 7500E • 24 Co tttDS! • OOe. II 7fsli w.vPG N INSTALLATION DRAWING ONE HY BUCK SERIES 1450/ 1550 DESIGNER PICTURE WINDOW e-I 77i lC_ f- n OSIfIT to _ / 20,02 B GEN-0025 BLTRD Cook eT OUQS SIEAnsIG eY OraRS R' MIN Fe INSTALLATIONEMMD+EN7 AKDOR SOEW (ryp.) CALLA eE-0 FIN SION AS REM EXTERIOR FINISH SEE NOTES eY oTHERS pahwETERCAULx SHIM PACEPACEUALWIN eT or -ENS FIN TYPEFRAMEMIA.= GADNG (TVP.) WINDOW SEE NOTES KDGKT rIN TYFEFRAME SIjFw—Sm—/ II/A' MAIL 9NM SPACE PEIIME TU C By OTHERS r6 INSTALLSHIN AS REOD. AkthOR SCSEE NOTES EXI(RST Ot' Mtll2X nt— G Ew;' p- M NTei OTHERS CAIA eT Or. ERS SECTION 1 I) DESIGN FRES&M CAPAOTT Or WINDOW R INSTAL"nOH 6 40.0 V. 2) MSTALLAT04 Or FIN FRAME WIDOW IN ROOD FRAME OPF/MG MTN TWO EY W000 YE STS. UUNGDO" IN OIA NULI.PLACE .09E NAILS I' FROM COtNN[RS Al. C OC MAX. OETIEEN. ' 3) fd INSTALLATION OF IN IRAME WIDOW IN WOOD FRAME OPENING WIN TWO by HOOD SIMS. USING 05 SCREWS Or SUrrIaENT LENGTH TO PROVIDE NIN. 1 IN. EM9EADME I INTO SUBSTRATE. PLSOE SCREWS • MAX FROM CONKRS • 2-- OC Mu. arTWQN A) SHNM AS RCOO. ADAACG`A TO EACH INSTALLATION ANCHOR TERN LOAD KARMD SRN. MAX. ALUMABLE SDI SIACc TO BE 1/4'. S) WIDOW FRAME MATERMAL AUAOMY ALLOY 6061 6) USE LATER CAuuc BEHIND WIMODIF FIN AT HEAD. SILL A JAMDS. 7) USE LATER CAULK FOR FEIRIIETR SEAA-AROUND EXTERIOR Or WIDOW FLANGE. 6) GLASS I)OCKKESS MAY VARY PER THE REOUIREMENTS OF ASHY EI3W CLASS CNARM E) FALL DOWN AROUND gARvED PORTION OF WINDOW FRAME TO eE ENGINEERED eT mH_-RS. BUILD DOWN Muss BE OF SUMCIENT STRENGTH TO ADCQIATELT TRANSFER LOAD FROM W940M TO THE STRUCTURL 10) ELLVATIOIS SHOW COMMON CONFIGURATIONS. TT 6 NW INTENDED TO LIMITLFSI OF INS PRODUCT TO THESE TWO CONFIOURATxo& THIS SHEET APPLIES To ALL CON FCURATNONS THAT CAN RE MANUFACTUO ED FROM THE 1100/tSOO SERIES DCSICHER FREE PtCTU tE WINDOW FRAMING SYSTEM. CENTRAL. - FLOREDA B. 0. A. F. MA/N UFACTURER NAME: GFNER"' ti OAVW/JIM MASTERFILE # k NT F.--- WINDOW LOTH { ELEVATION VIEWED FROM EXTERIOR C,3- ZO-ct I/M MAX. SmN SPACE TWO By FRA+oNG SHIN AS REOD. eT OTHERS FIN TYPE F. JAYe T•.1o1 . IMNB[nM2NT . S EATINO ITT OTHERS 4ADNG (TY.) CAULK eEivIO FOR SEE NOTES EITE IO R FINISH BT ODM E3,IIRme FE INSTALLATION ANWOR SCREW ( TV.) WIDOW NIOTH PvmNCTERCAL" eY OTHERS SECTION 2 WIDOW WIDTH --- j KKDOW EIGHT / HEtiNT // JELEVATION VIEWED FROM EXTERIOR m/02 I B I GENOG:6 CAW[ BETIE[M WOOD RUCK 1 YASQOn OPEMMG n OTEERS OE By WOOD SOCK ST OTHER FLANGE r WOW BUCK OR r SOTW OPPEMIMG eT O,HER cxTDUDRSTOTHER / By OTHER C / J FLANQ TYPE J WI1A o"i TRANSME HEIGHT CKTOBOR FLANGE TYPE UNDO. FRAME—\ SILL PERMETERByOTHER CA1AK-N INSTALLATION ANCHOR tk TAPCON SHIM AS REDO Q ( SEE NOTES) d L v4- IK 1/4- ROW SPACE MAIL eUCKHEIGHT ONE By WOOD Txla myOTHERy/ SUCK VMTH EIIXr-TSOU AS REOD. FLANGETYPESPAMMA{. SEE NOTES) KINDOWFRANZJAMS Q CONCRETE CA MASONRY OPENING OT OTHER Q INSTALLATION ANCHOR 3/ 16' DNA TA CON PER, YETER CAULK m OTHERS a CAL" SCTICEN I aHOOW WIDTH + WOOD BUCK r MASONRY OPENING By OTHERS EXTERIOR CA= BETH®R EXTERIOR SAWS RAN2 FINISH STOTHERa= woocSECTION 2 ANCHOR ( TV.) --\ MI INRE CAST su_ f ByoT1IER5 & R E CAST N nHDOW LXEM PRECASTSCAUtSOWNCTO»r 1 M RHEADADHESIVE 0 AD Q iDINa FMDREHUOeSODADHESIVESEALANTTES 1) µ1.D. S REOS . AT EACH ACTO A LL//ATIOIN ANCHOR VAIN LOAD 13EAFIING SHOT. MAIL ' 2) NOON MANE MATERIAL- ALL, ALLOY 8083 3) DSE LA?x CAULK BENDS) WINDOW FLANGE AT HEAD AND JAMBS.SILL MOST K ATTACHED TO TIE SUBSTRATE VAIN VULKEM 116 ADHESIVE CAULK OR APPROVED SOUK N APPLICATION Or VHAKOR 116 ADHESVE CAULK OR SCQE-MONENEAD B500 ADHESVE CAULK AT FRAME SILL MUg COMPLY MIN SEALANT MANUrACTURER•S RECOMMENDATION. S). USE LAT[ I CAL" FOR PERILIETEII •SEAL AROUND EXTERIOR OF UDIOOIN FLAMM e) CLASS TM OLESS MAY VARY PER THE RiEDIRRELQNTS •OF ASTM E1300 CLASS CHART SIMCU QASS 6 SHORN. INSULATING CUSS IS ALSO OUALIFED. 7). GENERAL ALIAVNUM'S 1450 SERIES MODIFIED SLIDER IS SHORAN. IMS PRINT ALSO APPLIES TO THE IMO SERIES MDD,FtED SUM INSULATING CLASS R) DRAINING APPLIES TO INSTALLATION Or FLANGE FRAME "MDOW IN CONCRETE OR MASONRY OPENING USE A 16. IRA I SHOW ON ANCHOR OF Ni LENGTH TO PROSN E M.1-1/A EMBEDMENT INTO SUBSTRATE fj) SEE ELLVATIONS rpt KEY To TA CON LOCATKMS. 0) INSTALL IS SCREWS Or SLPrFI=N1 LENGTH TO PROVIDE 3/4• UM EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION NQES —ORE IAPCONS ARE RROO. 11) IF EAACT WIQOW SIZE IS NOR USTED IN —0HCA CHANT. USE ANCHOR QUANTITY LISTED STN 0E17 LARGER SIZE. . ELEVATION VIEWED FROM EXTERIOR. o3-7rroE- COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHAR WINDOW SIZES DESIGN PRESSURE IAPCON ANC KOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAM wIDTH/HEtGHT EXTERIOR INTERIOR HEAD JAMBS 24 It 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 It 36 40 40 H,K A,G 36 x 42 40 40 H.K A,G 36 It 48 40 40 H,K A,G 36 x 55 40 40 H.K A B F G 48 It 12 40 77 H,K A.. 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 It 42 40 40 H,K A.G 48 x 48 40 40. H,K A,G 48 x 55 1 40 40 H.K A.B.F.G 60 It 12 40 73 H,K A.G 60 x 24 40 40 H,K A,G 60 It 36 40 40 H,K A.G 60 x 42 40 40 H.K A.G 60 x 48 40 40 H,K A.B.F.G 60 It 55 40 40 H K A.B.F.G 72 x 12 40 70 H,K A.G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A.B.F.G 72 x 48 4O 40 FI,K A.B.F.G 72 x 55 40 40 H,K .B.C.D.F.G CENTRAL FLORA B. O.A.F. MANUFACTURER NAME: MASTER FM # -$ w/ 2C y. RrNo-+ rr• Y\ R 4.N• nI.W. Dsq SHEATHING CAULK BETWEEN FIN SHEATHING 2 x FRAMING BY OTHER f SHE"TtIG BY OTHER By OTHERS 1" MIN CAULK BETWEEN SCREW w57AUT10N I EMBEDMENT 1/a• YAZ. SHEATHING k FIN 5 5 E NOTES SHIN SPACE 0 S BY OTHERS ANCHOR (TYP;) 2 X FRAMING ExrLFaCR FIiaSK BY OTHERS BY OTHERS FIN TYRE t'uw. EMBEDMENTf/' MAX WINDOW FRAME PERIMETER CAULK S1/4 SPACE yWuB BY OTHER 16 SCREW INSTALATION FW TYPE ANCHOR (TYP.) wxDCI SIU; AS farOb F:.AWE MEADER SEE NOTES) YANDOW WIDTH EXTERIOR FINISH BYOTHERS WINDOW EXTERIOR PERIMETER CAULK ' HEIGHT BY OTHERS EXTERIOR FIN TYPE SECTION 2 WRIIDOWFRAME 9LL EOUAUY SPACE ANCHORS (TYP. 0l EAD. SILL. 6 MAX(TYP). 6- MAX.(TYP) SILJAMBS) l B OLSTTHR P ffill, ER CAUUKI/ L. 1/4 VAX I. BY OTHER SHIM SPACE SHIM AS REO D IN SCREW (SEE NOTES) YANDOW \ INSTAunoN HEIGHT \ ANGOR (TYP.) 2 x FRAMING BY OTHERS \ \ EXTE¢OR c:NiSr BY O--(ERS CAW 'BETWEEN COMPARATIVE ANALYSIS k ANCHOR OUANTITY CHART ' WINDOW SZE DESIGN PRESSURE 8 SCREWS REO . .0% NAILS RED . INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EAC){ HEIGHT h SILL JAMB ET SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 .2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 It 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 It 411 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 1 0 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 1 6 5 72 x 12 40 70 4 2 712 72 x 24 40 40 4 2 72 x 36 40 40 4 2- 3. 72 x 42 40 40 4 3 3 72 x 48 40 40 4 3 4 72 x 55 40 40 4 3 5 HE.'-0nc ¢ wFINI d a 2 LENTRAL LOPUDA Y3.1.1.A.)F- BY C'HER I' Lm. EMBEDMENT LIT•.'Ra_NOlE4 SECTION 1 1) Sry :s Tuob. ADJACENT To [AIL INtTALLA TOt nNOHOR WITH LOAD BEsiING SHOT MAX ALLOWABLE SMM $TACT TO BE 1/4•. 2) w..30W FRAME MATERIAL ALLOY 6053 . 3) US' LATEX UUL.K SEMND WINDOW FIN AT HEAD .9LL t JAMBS a) US LATEX CAULK FOR PERPIETER SEAL ARCJTm EXTERIOR Or NDOW FP LML 5) GASS TMOaESS MAY VARY PER THE REOUI?EMSNTS OF ASTM E13DO Sn9.E GLAZING IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 4) DA..NG APRtes TO 11MALLATKIN OF rIN FRANZ +WCJW r W300 FRAMZ CPEmMG HWE •-Hro PR-- °DE MR. 1 EMBEDMENNT ono 9-_STR._ sans OF 9¢F10(NT 7; IF -WACT WK3-- SIZE IS NOT LISTED N OHART, •;S* AX04M OUAKTITY US= Wyk E.- LARM Ss 8) R!Ln,ul ERALAUsn6D SERIES MORIZONT4L S:DE? .5 SwOWRI T1rS PgNT Also AP: -' CS TO TrZ 1290 W91LATING CLASS KMZOr.AL h1.baSM& o' MANUFAGTURIER NAME: ANCHOR ( TYP.) 44 ' • /I/Ni pa MASTERrELEWINDOW YAOHT g ELEVATION ' tT : YJ . VIEWEDFROMEXTERIOW7. • =. F Imt X. d.LT r. awW.A n TSmL •rn r sum •or. a 773a INSTALLATION ORAYfING WOOD FRAME STRUCTURE SEIES 1t60 /1960 MODITIED HORIZONTAL SLIDER SIB / A An xW AwROW OT— ZaoT p 103/I H /02 r,EN-002e Rx•• O R ate WG•i. W iW V••O.R •r W3 ii M.•.w. JLL• _0 •bt (MW) •6Nf Wu I.0) Od DWG N"' GEN-0452 Gk 11 MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP-) MULLION DIE NO. 1445 MULLION II I DIE NO. 1445 I II I INSTALLATION I I I I ANCHOR, MULLION I II I TYP. ANCHOR I IBRACKET CENTRAL FLOFJDA B. O• MANUFACTURER N ° INSTALLATION TER FILE # % o ° 8 SELF TAPPING c ° c SMS (TYP.) o SUBSTRATE SECTION B- B • ANCHOR TYP.) v ° ° SEE NOTES a #2&#3 a I o . NOTES: SECTION A — A 144MULLION 5 ' WHEN INSTALLATION USED TO MULL S SINGLEHUNG ALS APPLYND OR IPICTURE NUM BWI WINDOWS SIDEIEBYO LJ EXTERIOR ii. ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION. OFTTACH SUFFICIENT MULLIONTH TO SUBSTRATE H EVE N1/4"3 IN." DIA. CONCRETE SCREW ANCHOR EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD0UFFICENTRAME OLTHRTOTIAON, ATTACH CHIEVE 1-3/ 8"MI.N TO N. EMBEDMENTATE INTOSING WOOD10 SCREWS . FRAMING. • 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD &SILL. GENERAL ALUMINUM CORP. CARROLLTON. TEXAS T11LE FIN VERTICAL MULLION INSTALLATION DETAIL LY ALUMINUM TUBE MULLION, DIE NO. 1445 DRN. JS APRVD' _ _ _ DATE: 3/ 1 % /02 AREA SCALE NAIL _ _ DWO NO: GEN-0452 a, w1/FT: — — — — HALF PREVARM DE PRODUCT TEGNoLoor COW. 250 INT RNAMONAL PNirT • MEA7NROW. ILOiaw 27 a6 Peto O: a07—DOS—o36s FAA s07—e05-0.>60 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 01445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN IN 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 805QM I FAX 407 6054)366 CA020039 12Jer-2002 01-1201 GENERAL ALUMINUM.CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW, W7H. > WDW. HGT. V 19.125 1609 26.500 4971497-1 30.500 1497 37.000 1497 48.000 1497 53.125 1497 26.000 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. 225 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92. 79 76 CHART APPLIES ONLY TO MULLION 01445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH•AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS:CHART ARE W PSF PREPARED BY. PRODUCT d APPLICA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 WS-030 I FAX 407 8054368 CA020122 FEEL 19, 2002 02-0217 . 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 2.00 180 164 162 48.000 266 211 192 172 156 153 60.000 204 156 143 127 112 106 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT &'APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03M / FA)( 407 805.03M CA020123 FEB. 19.2002 02-0217 MULLI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP.) . 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A —A MULLION ANCHOR BRACKET MULLION DIE NO. 1446 INSTALLATION ANCHOR TYP.) c ° c a a SUBSTRATE SECTION B--B CENTRAL FL0RMA B•0fAFo B MANUFACTURER NAME: EXTERIOR ELEVATION CX_NERAJ4 AlUHtA,und NOTES: ' S ADD Y TO ALUMINUM TUBE MULI ION DIE NO. SEE NOTES 2 & #3 c 1. 1) MULLION INSTALLATION DETAIL L GENERAL ALUMINUM CORPS1446, WHEN USED TO MULL -SINGLE HUNG AND*.OR PICTURE WINDOWS SIDE BY SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" z DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT' LTH. TO ACHIEVE 1-1/4" MIN. LAKREA: FIN VERTICAL MULLION INSTALLATION DETAIL A EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION. DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 — VN oan: JS Paw: — — — — ogre3/17SCREWSOFSUFFICIENTLTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENTINTO WOOD--- FP.AWNG. __-- SCALE: HALF "'"n ---- wc No- GEr,-0 PREPARED BT: PROMY TECMNOL007 CORP.. 250 INTERMATIONAL PI wy- MEAtMROW. ilOR7DA ]271{ PMON( 107 805-0365 FAX IC7—{GS—O_d{ f— DOOR VIOiM /•' „AL SHIM SPACE INSTALLATION AHUICR INSTALLATMN AMC.Y'R Tv0 IT VOOD DB SCREW SHIN AS RE'0.0 i8 SCREW cSEE•NOTESI 1-1/I NIN By OTHERS* IVmD SHEATHING ENriDHENT IT OTHERS IT OTHERS CAULK BETVECN DOOR rLANGE TvO IT vOOD SLIDING GLASS L SHEATHING. by OTHERS DOOR rRANE CABS TOVEEN rMl MM STRIP L SHEATHING SLIDING CLASS DOOR I SHIM AS RCOHDOC STRIP 6I, MAIL CSEE NOTES) SNIN SPACE INSTALLATION ANCHOR I-t/B- HIM. DB SCREV EMECDMEHi 1- 1/0• HIM. EHBCDMENT TEMPERED GLASS CAULK. BETWEEN STUCCO CTTPJ DOOR rLAMQ OR SIDING L SHEATHING SIT OTHERS SLIDING GLASS DOCK rRANE SHEATHING PERIMETER HEAD 1T OTHERS CAULK IT OTHERS SHEATHING PERIMETER IT OTHERS CTYP[ RLD CLASS CAULKITSTUCCOTTPJ STUCCO OR SIDING TEMPERED OTHERS OR SIDING By OTHERS I GLASS CTiP) n OTHERS sumNo CLASS DCMl3R t INTERLOCK Dom HEIGHTSECTION B-B HOOK STRIP DETAIL LO fDN4 E TN 1 u DmH N.ruta, .Lva.n .L.m •at3 IDDb.SIALLATM SO¢vt mAT IS C! wI¢IE.rt LELTN f0 .E.¢vE NI.L U.Rbb•I WALDIrkITKt.4TALLATIO. •.cm •t SILL MUST It 0 Or11-vr iN t0 Kumvc wa tNSCD.w IT 1-1/4- wm „ASifAT 0 cmcKTL . D INSI•LLATO. A.4a CNYt HIM 3.0 or 1.49 IN=. AH OIE tLIm4aD ARTL6 GEAi Q1410 ®fl•NQ •T .40 L y.si y ust ti¢DQZED ACtNL¢ CAULa tp M;i1Ktp SEAL AnoAo EMU31 ? M. DH V tAKi 0 IIa Q .[R LISTED P AAUOR O.M. 1B A.OQ 01•N TTTT LIS1D v(iN Kit SLIDING GLASS /// L.raK sec NOR tK AnR[71tM DCTP ffDOM S alra7H rt! •'Oc.¢T om Siat Ira CxISST HTfAsi ESD ua L m/IpiuTtO. t0 boaaMHOOD, D" rRAAE 1 1 RAL[ ptTALLA70, A•Dat. a f10).i v Hmt Inv AS DOVN SILL b a•n TN{C it ...• vw ftf aamrc L-S lT •fIN l CL Vto O EHwiL npinlwTRAM1tDKTOK .T ALCDD aiih :°i+..LLL sc MSt..tDL tUti 1m AANt : f61 LZ*OT tlN SNIN s iLP6 1 G aT lT b.StAI.V0, CM D% NAR ALLWAAE tt STAG TO t We. ILALL14TALLATISPAAOQSMUSTQ ..AUK l7 CRam%id• DEStttANt ..ATCttAtl RL RE r yDESENTf .WUG r..p AND 9' T C. gA.15 f 1 2 Sw AneOvED AIq . E yy rtt7.S LISTDE ABOVE +O./aI 1 'HIS AIM SiCVLvtI PST•LlTfa E„ yE„T EXTERIOR ELEVATION = COWWAALAi 7 L STJ7 xlAIL AAPLT >o tSTALLATIb. ALL O A 1-1/I' Mill I7H fLOIIDA EATt10QS OMWX SERIES SLIDUC TLASf DCKN is s.O..N 1-di PDnai -w u sa TD 2 PANEL DOOR SMOVN loom SERIES •ND S Omliti 1 a A A tr • REVS DESCRIPTION DATE IN I XTRUDERS LItERAIIt APPLY I F L a P IN.T. INC. SPNdRFL- jCALKINGUNDERSILL02SETSILL. IN BCD !NSTALLATI91 ANCH[,t TITLE: SLIDING DGOR or c:wc T_ . 3/t6• BIA. TAPCON INSTALLVITH 08 SCRSECTION 'A-A DPaIfi1 SY:3DAPPROVED SY: I: iP i Inns ATE: Ir:'/01 {SCALE: NT: DKG f flCi I 8 SCREW INSTALLATION ANCHOR CHART.. NOMINAL DOOR QUANTITIES IN F;EAD t• SILL QUANTITIES IN EA- JAMB QUANTITIES IN EA, HOOK STRIP SIZE AND DOOR SIZE 1P TO 46 PSs TO 6l PSF TO UP TO 46 PSF TO 6I PSF TO UP TO 70 PSF 43 PS: s6 PSF TO 60 PSF 61 PSF TO 70 PSF CONFIGURATION 45 PSF. EO PSF 70 PSF 4S PSF 60 PSF 4 4068 xx. Ox. x0 48 x 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 5068 Xx. Ox. x0 60 X 80 6 6 6 8 8 8 4 4 4 6068 .X- OX. XO 72 x 80 8 8 8 8 8 8 4 4 4 8068 XX. Ox, x0 96 x 80 l0 10 10 8 8 8 4 4 4 1006 X% X x xx. Ox. x0 120 x 80 60 x 96' 6 6 6 10 10 10 5 S 5 5080 xx. 0x, X0 72.x 96 8 8 8 t0 10 10 10 5 5 5 56080 nr :n qA % 9A 0 10 10 10 10 S ow- xx x x409 120 x 96 ' 6 lu t2 12 12 6 6 6 50100 xx, Ox, XO 60 x 120 6 b 8 8 12 12 12 6 6 7 60100 XX, OX' XO 72 X 120 8 I I 1 7 9068 Ox0 96 x 120 109 1/8 x 80 12• 12 12 8 8 8 8 4 4 4 4 4 4 t2068 OXO.. 14S 1/8 X 80 14. 14 14 9 9 8 4 4 4 15068 OXO 181 1/8 X •80 t6< 6 6 I 1 9080 OXO 10 1/ x 12 12 12 1 10 l0 10 S S• 312oB0Ox01451/8 X .96 14 14 14 t0 t0 t0 5 t5080 x0 l81 I/8 k 96 2 12 5 8 90100 Ox0 109 1/8 x 120 12 12 12 12 12 12 12 5 7 8 120100 0%0 145 1/8.1I 120 4 4 8 4 4 9068 xXX 106 / X 80 12 121 12 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 la 14 9 9 8 4 4 4 5068 xxx 178 5/8 X 80 tp 0 l0 5 5 5 9080 xxx 06 5/8 x 96 12 12 12 10 t0 10 5 5 5 12080'XXX 142 5/9 X 96 14 14 14 10 10 0 5 5 5 15080 XXx 178 5/8 x 96 1 1 1 8 90t00 XxX 106 /8 x 12. 12 l2 12 12 12 12 7 xxx 142 5/8 X 120 4 a 4 8 8- • 8 48 4 4 10068 OXXO.' 119 5/8 x 80 I2 l2 l2 4 4 4 12068 OXXO I43 5/8 x 80 I4 la 14 e 8 B 4 4 4 16068 OXXG• 191 5/8 x 80 18 IB 18. 1 x 12080 OXXO 119 13/ul2 143 S/8 X 96 14 t2 14 12 la 10 10 10 10 to 5 5 S 5 5 5 16080 OXxO 191 5/8 X 96 18 8 18 10 lc 10 1 1 b I loolo0 OXXG a / x l 12 12 12 l2 12 12 b 7 8 120100 OXXO 143 S/8 x 120 14 14 14 19 12 12 l2 6 I 7 8 160100 GxxO 191 5/8 x l20 18 t8 xxxx 12068 XXXX bo L 141 l/4'z 8 12 l6 12 16 12 I6 8 8 4 4 4 4 4 4 1606E %xxx ieg 8• t 0 xxxx lli 1/a 6 12 12' 12 l0 ID 5 5 12D80 XXXX 141 I/4 x 56 14 I 14 la I to 102 0 5 5 5 16060 xxxx 189 1/4 x 96 6 1 6 i0o100 xxxx 11 t/4 x I 1 12 12 14 12 I 12 125 7 8 120!00 xxxx 141 1/4 X 120 14 I t4 19i? 2 2 7 p , 60100 XXXX 18S !/ 4 x !20 t6 FLORIDA EXTRUDERS INT. IN. SAN:ORD.. L nTM SLIDING GLASS DCL: K INSTALLATION v1T%i p8 SCREIJS nNCHCR NE S ; N. T r sc ='"' N.T.S. '' :LEIL.e7 E) rcp.. ..4A I ICY :c_alr: v/TVO 5•t vG_.. BUCK US= SAME ANC-GR i__ Clvl t '..4 Q.p R.r t:p • K f COKCR[TE OR SHIM AS REV D P.ASL'MRT CPEKING cSEE NOTES) 8T GTr'_.S CAULK GETVE£N DOOR CLA IZ vMr, DUCK CAULK BETWEEN L PERIMETER ' v00D•BUCK CAULK ER. MAST,. DPCHINGR OTHERS Ir OTHERS T uCCO G I 071ERS 0 7 INSTALLATION ANCHOR 3/16• DIA TAPCOM INSTALLATION ANCHOR rD SCREV ITTP. VHERE ONE By vowTAPCONS ARC OCT REO'DJ LUCK LT OTHERS 1 1/4• HIM. EMBEDMENT SLIDING GLASS DOOR FRAME C 1/A' MAIL JAMB 1> - r SHIM SPACE INSTALLATION ANC7RMDJSLIDIKG9S[P.EW clYP.. TAPCDNS ARE NOT CLASS m rRAMEEAD TEMPERED GLASS (TYPJ DOORHEIGHT SLIDING CLASS MC R rRArE SILL A EKBEDMENT 1-1/4' MIMt O TEMPERED GLASS TTPJ PERIMETER CAULK BY OTHERS r S.G.D. VIDTH Lf 1/4' MAL SKIM SPACE 1 1/A• MIN. EMIM-BEDMENT I I ONE RY VMD 1 LUCK DT OIHERS CAULK BCTVECN Q WOOD BUCK L NAST. OPENING By OTHERS SKIM AS REO•D. SEE KOTCSM INSTALLATION ANCHOR 3/16• DIAL TAPCON CAULK LEIVEEN — DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CWCPETE OR MASONRY OPENING By OTHERS INSTALLATION ANCHOR CAULK UTVECN li' DIAL TAPCON WOOD BACK L MAST. OPENING LY OTHICRS CAULK BETWEEN SLIDING GLASS DOOR HOOK STRIP L HQON STRIP Q VOOD LUCK 1-1/A• HIM. CKEEDMENI F)I' Q ONE BY v= RS BOTHERS LTOTHERSSTU= BYOTHERS kZjl_ 1xAl,_0 B.O.A.F.TEMPCRCD CLASS A L{}y+ IT YPJ SECTION A!A!N F ErR J11V w{Z+,• sLIDiMG, GLASS DOOR e C Y T ,NTMOCK MASTER FILE # HOOK STRIP DETAIL MULP A 1.Mw ,MnrVL• AL%MDRLD1 LD63. 1, 7•PCDI ITPC IIEA1 AL IAIIATtdI AA S MET K Or LfrIClEM1 LEOWN TO ACHIEVE ID,L [NCT.(N' Cr 1- V4• D,ia RAMOS Ot IDMTL D ALTCUTATE IAP@I INSI-1- ---" TWIT TO DAEX IN ALL MR![ pe"M A, IArCDI MOM CART IN TACK Cr 1q1 . S, IISE ml[DOSD AORLa = r= ODID rLUQ AT JRD L •rlSi u usem7[aM1ICD .CRTLa c.1LK o PCRI,KTEr SEAL .ItpAm cnnlve v moll IT LAAETpmlAKuIOtLISnOI. A+DOI L',IAR1, use A,OOI wANTRT LISTED VrtR ,[KT rat Pc SIIC. rol I,( APPRTru•n D[tiP. PRcsaAa t[01 a FarPocKCTDml . Iac tKCK S rTPAtt DO01 sM L [Orlr•a•tiDM m'rigf,lD QrC, I,f. PLa ASSI.PCDd a rRorT 0 ,mt tE O S,OIMR. SM CLASSiRICUCif ,YIT ART K7 REGAQ,KMTS Q AiR LURID GLASS C,VIRTi US ALLfACTORT •PPLIED ,QES ,(1f IKSI[AAnr fQ T•Pm, •K,a S,C LO K nLLtD yrtR N SEEK D B ? t1fflCi[R7 L[,4Tw 10 PROIMISE Pdk s r CRSEpcwT INTO VCDD SUCL IL, AW3 Tom !, SRICo CKRS ARE 0 K SEALED VI1R A TR JaMTT %EAR SECIS AL AndpsiIb °qw Af RC D'D. AI LA SET ar IRSTALLAIM MCARL Ru ALLOVAILE SM1R ST•pt TO r 1/.•. 1., ALL INSTALL. t1ON .K,QS MSI IS DE Or COII11atON RESIST •,n R.nRl.li I>a co anluwr.T . a i i iT°cwD . MIDI _a a a iut v T,Dai uct* R W ,OI ALL CD IWAT D)N1 Llittr AraVE ARE DOWN O« 1RIS °1•VO4 wvTvp INSTALL•7ID, EXTERIOR ELEVATION SECTIONS •.•-••. • L-r L -= stm pCiAt APPLY TD I,47•LL•TmM Is ALL •/PmVLD 2 PANEL DDEQ SNT/N IT7 INS7 ALLI D AKCR IR EACH P•M Of rACIUM APPLIED OG:ALL•TTON ,dES IAA.CIS ,GTD CITMCR ISE ON YLRR CHART. SEE um Or IRIS SWEET IU fLDR10A E.TRYDERS I= SERIES SLIMw, GLASS Dow isS,ON.L TRIS PRIM? ALSO APPLJEt TO Mw SERIES AMD IN SERIES. REVIDESCRIPTION DATE lNl EXTRUDERS tE 2- 1. LIDERALLT APPLY - •. `• ] NI. INC. SpNFORD ML. CAULKING UNDER SILL DR SET SILL IN BED INSTALLATION j 6 Diw ; D I I nn.E: SLIDING GLASS DOOR or CONCRETE ' SECTION A -A I INSTALLATION WITH TAPCONS i DP,ANN BY: g I APPP.OVED BY: 7: i(n w I 1 in lar., r. LIT C' TAPCON ANCHOR CHART NDMINAL DOOR DOOR DUANTITIES IN HEAD L SILL OUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP U TO 46 PSF TO 61PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, Ox, x0 48 X 80 3 3 3 4 4 4 3 3 3 4 4 4 5069 %X, OX, x0 60 X 80 3 3 3 4 4 4 3 4 5 6068 %X, OX, XO 72 X 80 4 4 4 4 4 4 3• 4 5 8060 xx, flx, x0 96 x 80 5 5 5 4' 4 4 3 4 5 10068 x% Ox x0 120 x 80 6 A 7 4 4 4 4 5 6 Soso xx, Ox, x0 6o x 96 3 3 5 5 5 4 5 6 6080 xx, O%. X0' 72 x 96 4 4 4 5 5 5 4 6 6 8080 xx, Ox, x0 96 X 96' 5 5 5 4 6 6 x% x X 120 x 96 6 7 5 6 5 6 5 650100xz, Ox, x0 60 x 120 3 3 6 6 6 6 8 60100 xx, Ox, XO 72 x 120 4 4 4 6 7() 6 B x 9068 OXO x 0 109 1/8 X BO 5 5 5 6 4 4 4 3 3 4 4 5 5 i2068 Ox0 145 1/8 x 80 7 17 9 (D2) 4 4 4 3 4 5 15068 OXO let 1/8 X 80 9 4 4. - 4 4 9060 Ox0 120800x0 1 1/ x 145 1/8 X 96 7 5- 8 (Dll 6 9'S )"'-+ kY` 6 SOBO OX0 181 1/8 X 96 8 5 5 5 4 6 8 6 10 90100 OXO 109 1/8 x 120 5 x:: !+:_, 6 _.• i 01?Y V (DI) 6 IO 120100 Ox0 145 1/8 x 120 7 6 6 7 (DI) r-4 3 9068 xxx 10 /8 X 80 5•:-,• 4- 4 '^ Ay 3 4 5 12068 XXx 142 5/8 X 80 7 7 8 CDI) 4 : S,• 3 4 5 15068 xxx 178 5/8 X 80 8 1 4 4 4 5 6 6 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 5 5 4 6 6 12080 xxx 142 5/8 x 96. 7 8 (D1) 9 (D2) 5 4 6 6 15080 xxx 178 5/8 x 96 8 5 5 i 90100 xxx 10 /a X 1 5 6 7 6 I 8 0 X 10068 OXXO 4 /8 % 0 119 5/8 X 80 7 6 o 6 7 (DI) 4 4 4 3 4 4 5 5 12068 OXXO 43 5/8 x 80 7 7 8 (DI) 4 4 4 3 3 4 S 16068 OXxO 191 5/8,x 80 9 10 (61) 12 (D3) 4 4 4 b I XX 12080 OXX0 b 7b 143 5/8 x 96 b• 17 6 8 (Di) D1) 9 (D2) 5 5 15 4 6 6 I 6. 6 16080 OxxO 191 5/8 X 96 9 1a ) 5 5 5 4 6 0 100100 OxxO 11 / .X 1c0 6 7 (DI) 6 6 iiii ( tf7 (D1) 6 I I 8 10 120100 OXXO 143 5/8 X 120 7 9 02) 10 (D3) I 6 6 I 7 (DI) 6 I 8 10 160100 OXXO 191 5/8 x 120 10 (D1) 13 04) 16 (D7) I xxxx 12068 xxxx 141.1/4 X 80 7 6 7 6 8 (DI) 4 4 4 4 3 3 4 4 5 S 16068 xxxx 189 1/4 x 80'_ 9 (Dll 0 (D2) 12 (D4) 4 4 4 I 0 xxxx 1 • X 5 5 5 L 4_L612080xxxx - 141 1/4 x 56I 7 B (DI) 9 (D2) l 5 6 16080 xxxx 189 1/4 x 96 9 (DI) 12( 4) a 5 5 6 10 100100 xxxx 11 1/4 x 120 6 7 (OI) l) I I1199120i0toD3) I 6 I 6 7 (Dl> 160100 xxxx 1/4 x D2) 13(05) 15 (D7) I FC 2 /, ANCHOR NOTES 1) 1N SOME CASES TAPC13NS ARE REO'D. IN BOTH FACTORY APPLIED INSTALLATION MILE. "D1' THRU '07' DESIGNATES IN WHICH SIZE t CONFIGUREATIONS TVO TAPCONS ARE REO'D. 2) -DI' MEANS, INSTALL TVO TAPCONS- IN ONE SET.OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TVO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TVO 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 TAPC13NS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEADA SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT'TO INTERLOCK OR BUTT STILES 1N HEAD t SILL. B. SECONDLY. AT EACH END OF .HEAD t SILL NEAR JAMB CORNER, IF NEEDED. C= LOCATIONS IN HEAD L-SILL OTHER THAN AS LISTED IN A L B. 10) LOAHBSOSHOULD BEIPRIORITIONAL Z DAS FOLLOWS' FOLLOWS' A. FIRST. ADJACENT TO LOCKS IN . JAMBS SECONDLY, AT EACH END OF JAMBS NEAR HEAD 6 SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A L B. j1 EXTRUDERS IILORDA. INT. INC. SANFORD. FL. SLIDING GL?SS DOOR TAPCON GLASS CHART vN. T.S. p1i '"F==X702 CivIL GA:1b GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART FLANGE VERTICAL S.H. SIZES ALUMINUM MULLION; DIE #1446 WOW. WrH. > 19.125 26.500 30.500 37.000 48.000 53.125 WDW. HGT. V 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 - 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 •45 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 d APPLICATION ENGINEERING, INC- 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 80SM65 I FAX 407 606MM CA02Q035 JAN: 11. 02 01-1201 4* 17 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 P.W. SIZES wow. WTH. > WDW. HOT. 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 In448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020038 HEATHROW, FLORIDA 32746 JAN. 11, 02 01-1201 PHONE 407 8054=51 FAX 407 805-0366 SEE NOTES ~1 DWG NO GEN-0453 2 .a #3 I D C MULLION INSTALLATION ANCHOR' ANCHOR BRACKET O TYP.) WINDOW 8 SELF .TAPPING FRAME SILL TYP.) SMS (TYP.) MULLION 1-7/8' INSTALLATIONANCHOR BRACKET. v ANCHOR TYP.) a MULLION 1-7/8' DIE NO. 1447 WRQL 6A B.O.' b . D SUBSTRATE ACiTQ RER NAME: MULLION DIE 1447. N L L U 1-7/8• WINDOWHEAD TER F'E a FRAME TYP.) SECTION B. B - . S C C T I N — 1 NOTES: MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS. -HEAD TO SILL. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. A CONCRETE -SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF .SUFFICIENT. LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. B B A 4) MULLION ATTACHMENT 'IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP.. 1' CARROLLTON, TEXAS r•q•;'?. .:, ', TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL PS O °'' ALUMINUM TUBE MULLION, DIE N0. 1447 tJ.` ARE/Y ---- la:r BB AARv>b ---- DAtt 3/17/02TINN' = , EXTERIOR E E V A : = : : vT/fT -- SCALE, HALF NATO ---- >n+G N0'GEN-0453 r...t-,-p,A7+CG.V'PR- TEOOACLOG7 COW, 27O INTCMATIOUI PKW*•,NcAiKmw. P1.cmu 32744 Pfoc a7-sr-Cris' fAi 07-Y1i3'OJi GENERAL ALUMINUAN CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL. SPAM, 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 64.625 197 128 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 01447 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 80543366 CA020040 12Jer}2002 01-1201 DING NO: J-0450 INSTALLATION ANCHOR YP. ) I t 8 SELF TAPPING I SMS (TYP.) I I MULLION DIE NO. 1448 SECTION A -'A MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) T— MULLION. I I I DIE . NO. 1448 II I II I II I INSTALLATION ANCHOR TYP.) i 7v v v ° SEE NOTES a a o # 2 & #3 v L 9: y . SUBSTRATE 1 A A SECTION B— B ! ' `• s;f i CENTRAL FLORIDDA B T I O N MANUFACTURER NAME: o EXTERIOR ELEVA r/CRAL .Llatiw6 MASTER FZE l?L NOTES: 1448 U W O N INSTALLATION USEDTO MULLL SINGLEAPPLY TO HUNG AND OR ALUMINUM P CTUREBWINDOWSO SIDE BY OBYGENERAL ALUMINUMCORP . SIDE. CARROLLTON.' TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" FIN VERTICAL MULLION INSTALLATION DETAi_ DIA. CONCRETESCREWANCHOROFSUFFICIENTLTH. TO ACHIEVE 1-1/4" MIN. nnE. ALUMINUM TUBE MULLION, DIE NO. 1448 EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA ---- pRN: JS APRw: -_-- SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD SCALE. yATL• ---- DWG NO: FRAMING. F GEr:- C=:O WT T. ---- HALF MULLION ANCHOR BRACKET oRLP. P. m Sr. pR=lCT rEomoLov CORP.. 250 wTMATIO,.L v,,.....c.nuo.. nrano. 32766 Vnac .o7-aos-0 5 r.:.o__:-cue' i GENERAL ALUMINUM CORPORATION FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S.H. SIZES ALUMINUM MULLION, DIE #1448 36.000 48.000 53.125 18.000 24.000 30.000 WDW . > WOW. HGT. V 36.000 506 427 390 379 379 379 215 206 208 44.000H319 262 231 48.000 213186 171 160180 60.000 102 S77868 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READWINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA0200g7 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32748 01-1201 PHONE 407 805-OW I FAX 407 805MM c,;,^ova . to ,, A - .i., Alf GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZE$ 30.000 43.000 56.000 63.000 72.000 88.000 WOW. WTH. > WOW. HGT. V 28.000 565 565 565 565 585 585 378 378 378 378 378 32.000 380 236 226 226 226 226 226 38.000 42.0001 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION 01448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 80543365/ FAX 407.8064M CA020038 JAN. 11. 02 01-1201 1. TESTED IN AC OINCE •I IN STNaAM BJI LOIND CODE. 044PTER 17. TO A POSITIVE AID NECAT IVE 37.5 Pp. . 2. DA94 m,%BQ¢ R[F E:)ENT VARIDLS SECTION HEIGHTS. 3, r" SECTION 7• NION DOM SHOW". •• HICH DOGS /AYE IVE SECtl06. 4. SECTION HEIGHT OF 20.811. 12.00 1 16.75 APE AVAIL ABLE AID MAT BE L@D, IN COW31 MI ION TO A041 EVE VAAICS HEIGHT DOGS. S. EA ONT PATTERN OF 14.50 x 20.375 SHM. ALTO:MTE IJATTERS OF 12.50 x 0.373 AND 12.50 % 20.373 LAY K USED. 6. TOMIC14 SPRIN.S, 9OIN. DcIDSIKN BRINGS AVAILABLE. 1. USE THIS BUCKET, REF. PIN 405964-OD02. ON a• RICH DOORS ONLY. PA EI S. WINDOW MAT BE INSTALLED IN THE TOP SECTION OR TFE SECT IW SECTION IMEDIATELT BELOW THE TOP SECTION. 2• x 6• SDOD r x 4• FOOD NAL9 OR EQUIVALENT N 405964-0001 1/4• TRACK BOLT s/le % 1 3/4' S• REF LAG SKEW DETAIL* 'E' SCALE: Ha S. TIE SMIT PLACOANT ON DEARS Cciam'CTED •t1 IN S ON UXE SECT IONS MET 1 ODGISID41 WITH THE DOOR DCM. THE STRUTS rKR.tIE ADDITIONN IN TCTER FINESECTIONSARETOBEPLACEDAS9-CMKN TIE TNI4D SECTION. Y44lSS$r a •\\i . 10. THE STIVT PLACQiNT DILOGION ON Alt SECTIONS LCTS THAN 20.012• Ida® eT THE DIFFERENZ ETwED4 1NE AC•RALt SECTION KID." A 20.a12•. O IT. So" PM 60"11-0001 IS A 114• DIA i S/S• LTG TYPE AB HN WAD LETAL SCREW 12. fOST TO BE IN51ALLm ONLY IIHENH104 •IND wAF NI14S ISSLED. 13 PTRR PLACOAD475 6w VARY A3•. 14. KLUMITT FOR LOCKS CAN BE 0. 1. OR-2. TRAICK 9611 ENO HINGE r 1 _ 3 ` 000 I Y JVIEW • D-()' 1/e• OM 2• TRACK 049 THK IVERTICAL) OPTI6NAL WIt`DOW_DETAIL SCALE: 3/32 a• x a• nim 4AiQ 2' x 4• WOW JAA6 'D'!• OR EQJIVAtF?/T. I I SECTION • C-C' 400aso- oow Spit KE Ah4Nit iEy,lAFi NSA-OY BRACKET u r407N 076IPLCS) t9PLIS) 4T011192- 000001 SCALE: 1n 12DfTAl TRACK C0. MFF8ALAICE I 1104e26- 0003 TTP 2 PLfS. 1 7/61 THK. A• SECiIt? 1 'A -A' I L1p I IIAL SPLICE IN l0212ANTAl iRK7K AT T( P RADIlJS 4076- 0004 05iO4d25- 0000003 C'• m G. SCALE: 114 D• TTP 2 PLtSLIU F• w STANDARD TRACK DET-AIL FOR 16' SCALE: ' 1/15' • t' 404a2e- 0003 15•- 0• WAX. WIDTH — SCALE: 1/1S••1• SERIES 280 TFRU 289 ARE EOU,IVALENT CONSTRLClION 25GA STEEL INTERIOR ELEVATION SERIES 78o AI$ SJ1hf CANSTia Ci10N AS SERIES 280 0%r 240A STEEL MCI ETD CAPS GOO! TESTED WAS tat SERIES. . oDOt ral[fTH CEMER;TI END STILE sa STi MISECT. ROLLER I IINPrER FTC) Is, 3 SINGLE TETi 2• X 7/1e• Do- I • 100 STO.. Nr . • rl NNNL NIA Nr1 Nr. w NINr Nlm r Y ANAw, r rwq N NNrwNr, • • r Ir N,N.rr NN. r rN rNsa lrl NrrNNNNI>• Ar r •rrrp N,PO ,, r• i rr ry a 14[ . 061601- 0000 V DES i GN • jLOAD 25 PSF ± 21. G® tr-0• swa) TEST LOAD 37. 5 PSF ± e•- 01 YAx. If 1 tiii 1— —, 21. 5714 r` 7V : or u:• a SE a1a°iso t tlTo. • IAu My. r..r, Y.TOlNL; 011131" TEST L DR.111 -q IDTH. riT'OLOT'O N/ A OULvTD F 02/19/98 a,• 409 35 N NNlra. •. An NONE EAO1 DAVID FAIL 0211t1 r• . J4 0573 t 1 W/ ite x/+' SCREW PM 409329-0001 PLATE. 1 2 7119 Ir• , W6 TFK. 2 23/n 070 41N-•if P/N 401199-0001. TOP FIXTURE 05775 REF 0 0 I ° 6.00 I L o 0 Iw---S .00-•- PM 409331-0001 PLATE. FLOOR 1/4'-20 HEX o LDOCR SECT ION . 7' HIO4 OIL SHOWING FLOOR PLATE PM 409326-t000C POST ASSYI VERTICAL ATTA04 TO DOOR WITH 4 SCREWS PM W5911-0001 LOOK 2 11 /32 • T-109141N I 0 0 7 9La O O Io 0 PM 405711-IO= BD7. FIXTURE FOR 1&012501290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS PM 605911-Ml 2 9/32 I t+.070 MIN 000 . 3 3115 o 0 ado I PM 407603-0001, CENTTiR HINIX STEEL DOORS ATTACH TO OOCR WITH 4 SCREWS PM 005911-0001 2.765 756 DIA O 3.00- { .375 DIA PM 503069-0001 PIN 2.2s LDCTH • DODR WIDTH - +• 5/6 41N TW PM /00650-)D=. ROLLED 16-X STRUT PART wheE IN.THK STRUT 00650-000t .03o HS-t 400650-aoo4 .02E 16-0 000 2ttthqop O J 4 5/6• . L_ I 000 I PM 061901-0000. SLIDE LOCI( ASS/ F—.l•—.1 F..--.}-1 3/4• 4 3/6•1 1 3/4•--" 1P oFH H07E41N• T— O i0s 41N-4— 103 41N-4— O O 3 3/16 0 PM 405954 ! 046450. 8RAO(E7. SCAB PM 4415901-0002. 9iA0ET, SCAB JOINT o o PART. ItAHft t• PM ECO407W5-)D. 90. HINGE 405964-0001 O45450-0003 3-1/s 4• RESID. STEEL DOORS wt.es °002 n S 46 BRACKET DETAILS 1ot90> °002 107401-0004 1.10 1.11 4.56—•{ 4Q790l-°00! 1.4E ATTACH TO DOOR WITH 1.670 I RANCE p/••, CC-i' H - e[ }}qq E• L.URUDINV P} l E 4 SCREWS PM W5911-Ml 44 44 R P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 30 LOS. MAX. 1.23 2s -— z Eo00 PM 405579-ONI LINK RATE CC6 fir_. 167 I 9. 25 -0{ 2.0 REF I 0 00 I 0 L3 6A ` P/ N 406375-OWL SLPPORT ir wwm war. i• v . w a1vw s,. r.•w Kee r rwOp wwrw o • 406794- 0001.2.3 STILE TD O4 160 SERIES PM 49366E-0OO4.5_61j.._- RA7.J=0 04260 52R1¢-.•- I_.. - WA 1- 0001 OR 9= 0001(SELF-CIRILLING2". - .i._ • / •!} SECT ION -G-G' S7m SIRTt9 y 1U' WIDE00041 G 1rJl`•tt.l ilt r.t/1ttLurL!)t lti.'.:-'A MANUFACTURER NAMEt THERMA oTRUI v.LAS,SIC vvFr tmsmw &a SINGLE AND DOUBLE Wig WiOUT srDanm INSULATED FlBoxxASS DOOFT wrTH wOoo FRAWS 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERWL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MIAMI-DARE COUNTY. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REOUIRE- 7. S1D£LITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED FlBERCLiISS DOOR Common to all frame conddions oor do Sidelite Leo Oicf;on. ece sheets oor t gnel: rbergloss (SMC) skin 0.105 min, thk., Sidelite Sheet: 0.07 min. lhk. rith yield strenggth 7(min.)=6.000 psiCoredesign: Polyurethone foam core. wdhi.9 IDs. density by BASf The ponel skin is constructed from o 0.095" thk sheet kfC). The interior ao ity is filled with 1.9 Im deruib BASF 0-aoth foam. The parr) race sheets ore glued to the, wood sOSi o+d rpZsktondhih9estilesareLAaLSLThelatchstilerhdh .1 1.03 X 1.4Tu is the latch reinfairrwL The tap and bottom rai. on of o !ood mmpvsd In to doaWe door q*kvtion the inactive door a Fifted nth as e:frlrOed afunnum ostm9ol of 6060-T6 o0q. Forme Congrugli2n•: The frame is constructed fmm Forger imted• D i365" wide + I.17' thic! The header a jo nid to the side with (3 f8, s 2.5.PhRead. Screws. T)Le threshold Kd to sole jambs .dh (2 16ga 1! c2 . s 2 lan 9> 11- atside. Thr multi J are se, 2 ootw in a sideit@ app6catuoo using /8 y' N Wood Screws (6) screws earh rrylTion. the units use mh bguJ SoddIe threshold measui+g 5. 5 s 1.54! . i SMC lip UTe - 0A sire a 27.5" wide + 50.19* high stied w + 1.75' Phillips Pan Head S-ws- The frame are sealed with s'6- aauAehg (Dow 795) to shdeRe panel and to the 9bss. Sidelite poring: SUC Lip Life with the yield s4e+gth Fy(mih.)- 6.200 Psi k TUC UP Life with the yield sfrerhglh Fy(miI). 1,674 Pm - f]A sizes 9.85' ride + 65.85" wide secured w/(16) /8 s 1.75' Phillips Pon Nwd Sur- The fmrr ore sealed with sZeur tacking (Dow 795) to sidrAe pond and to the 91mm kdcV of FkahhGlared - The sidefile sash face ponsfs am nokkd to receiro the insulated pass. The alas B allotted to the sidefitr fan sheets with silicone gluig ea'POwId (Dow 795) TABLE OF CONTENTS SHEET / DESCRIPTION t I TYPICAL ELEVATIONS hY GENERAL NOTES 2 1 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATIONS & DETAILS 6 ANCHORING LOCATIONS & DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS 9 BILL OF MATERIALS h UNIT COMPONENTS 37.5- MAX rOVFJTALLly1DIH- 36" MAX. PANEL WIDTH n F ry ED LU 7. J (3 lo O 0 L ll aNn F fNSiNNC UNIT I0MAX• OVERALL FRAME WIDTH 36. 6.625" MA)(- f 5.5" MAX. PANEL WIDTH FRAME WIDTH W/ ASTRAGAL p P 13. 9375" MAX. WIDTH OPTION II W/ SURFACE BOLTS J SEE DETAIL 'A" SHT.3 u I NODEIS 68. 5" MAX. OVERALL WIDTH ARE VIEWED :24.j5 LO. V74.5- MAX. UVLHALL rnvwc mein 36. 625* MAX. PANEL WIDTH -- I W ASTRAGAL i E 24. 5" J f Mo. ci D. L.O. 711 0 IGo I DOUBL IN Wh N • UNiT OPTION II W/ SURFACE BOLTS SEE DETAIL -A' SHT.3 DESIGN PRESSURE RATING OPTION I WSURFACE LTS.4,.OPSF -47.0 PSF WITH SURACE BOLTS & +70.0 PSF -70.0 PSF OPTION II WINDJAMBER II ASTRAGAL 7. 125- MAX. 0.1.0. WIDTH LIP LITE 7. 0' MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 15. 5" MAX. FRAME WIDTH 13. 9375' MAX. WIDTH 7. 125" MAX. D.LO. WIDTH LIP LITE 7. 0' MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDEL)TES) C) O In O ao o 8StInort0jCO wto a NISKM z MT7i. a1C4.383107 01.T. S.WLNRW_ 178d 9 Z 3m Y1 W w X U n tnN = ( U Z Y J/ g z 1.68- MIN. y PANEL THK U EXTFRIQ T iNTER10 1VERTI R TI N 2 pOOR PANEL 1 YF.,,-,kP—:A5 W e; • • 16 N ^ ca PANEL THK, o O 43 c2a o SEE NOTE O 0 5 SHT. 4 x SEE GLAZING W 7d DETAILS a SHEET 7) 49 0 0 o x E) Crmot 0 1 6IQR I 0 00 n O OO NOIO 0 O 42o 0000 0SEE DETAIL 8 SHT.4 291. —{ 1.691" I L h I '* n m INNSIDELfTE 31 BDTfOM B007 0.09, EXTRUDED VINYL WALL 813.684. 3831 n 11/ 07 0' Xxm NTS 7c. m WLN RW yuwc OQJ S-2178 L Of S INTERIOR 1j Z 5 tnJ o6 W o W HOLI t$-V LL. '.' P)I( BOTTOM ( 2) BOWS AT TOP & (2) AT BOTTOM hum 1 3 O ASTRAGAL OPTION 1) m - a 2 3 O MULLION 1. 15' MIN. 0 j EMS. a N R EXiFIOR O cor 25MAX. SHIM O V1 O co 215" MIN. C- SINK O_ O n O Z O O ZY J OW. OjO 43o 1 493aa 0 J acc W t 0 d o Oo O 0 o O 6 363 SEE NOTE 9 Tw" SHT.4 W JS 34 I I 16171 I 3 H R 3 O SIDELITE TO BUCK THE SIOELITE CROSS SECTION QFTAIL' A y . ( OPTIcn II `Sl RFACE BRLTS) 513. 654 3531 11 / Ol W: NTS G ec WLN rt Yr RW rnws w: 5- 2178 J a <, 25' MAX. SHIM SPACE 13 18 Y 1 Z U 3 Nan 28 9 Z 1 V W 48 4 FXTFRIO a Woy 15' MIN. 1 C-SINK 4 LATCH JAMB TO BUCK. 1.15" MIN. EMBED. NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE CLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 18 x 1' PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1'. 3. 5 18.25, 40.5 59.257. 74.25 76.25" do 78.25 3. THE HEAD JAMB IS ATTACHED To THE SIDE JAMBS WITH (3) is x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 18 x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0 19.75, 33.5'. 47.25 61.0' dr 74.75'. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL. 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2' SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 117' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 16 x 2" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIOELITE AT THE MULLION USE A 110 x 1 3/4' SCREW. 8. THE INSWING SIDEUTE BOTTOM BOOT wAS SECURED TO THE BOTTOM OF THE SIDELITE SASH WITH (3) 16 x 1.0' PHILIPS PAN HEAD WOOD SCREWS 2.0' FROM EACH END AND (1) IN THE CENTER. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1" x 0.04' OLk WIRE BRADS AT 2' FROM EACH END A MAX. OF 2 . 15' MIN. 4 C-SINK HINGE JAMB TO BUCK. 1.15' MIN. EMBED. 4 NOTE 6 25' MAX. SHIM SPACE SEE NOTE n r- 7 SHT. 4 SEE NOTE 5 SHT. 4 8 Z z N SEE NOTE 1 SHT.4 43 7 too Z 1 u w a wow In 0 O0 R% o o 0 0 000 c Z 36 34 C 13 3 TE 6 33 35 SEE 5SNT a SEE NOTE 9 THIS SHT INTERIOR FLO 3 4 RI R JAMB TO SIDELITE0STRIKE I" 1 A,R L aNAME- 7 oo Lu 00 vZ NZ00 U 21W/1 1513.664.31131... NTS er: WLP or RW Ic o: S-2776 v4 P SEE NOTE MANUFACTURER NAME u SEE DETAIL F II ,, Z PEE 0 V LL 6- 6' 6- CL 0 =O I^ 3" 3' 3' 6' 6" is SEE NOTE Q Z N 6. 6• 6• io 3 SHT. 4 1 ? W ^ 3" ¢ II I I I I I a"oIIIIIIII13 - - 13 - TYP. _ N . W co 2 TYP. SEE DETAIL TYP. n 3 SHT. 4 SEE NOTE •r SM• 5 SEE DETAIL , in n 13 V1 ( UNj N6 SHT. 4 SEE DETAIL SEE NOTE E". SHT. 5 TYP. o 1 o N TYP. w -j CLLnU zt3 G" SHT. 5 6 SHT. 4 C z TYP. SEE DETAIL N SEE DETAIL 13 SEE NOTE Ln tn D" E" SHT. 5 TYP N m H" SHT. 5 D. TYP. 4 SHT. 4 i 3- c z o D _ z yt D. n5 SMa9 C' C. 51 B" E B• to 1 GE 51 51 - iYF TYP. - 7YP. I 3" 6- 6- 3" 3" 3 6" 6" 6" SEE DETAIL "H" DOUBT WISIDELFITES A DRILL THROUGH FOR 0. 357' BOLT DEEP ENOUGH FOR A 2" BOLT THROW f, 13 13 0 ATTACH THE STRIKE SURFACE BOLT PLATE TO THE THRESHOLD STRIKE PLATE W12 I10 x 2 112" PFH WOOD SCREWS DETAIL F DETAIL 'G• DETAIL "H- ASTRAGAL STRIKE PLATE ASTRAGAL THROW BOLTS PMN, AI, SURFACE AT THE THRESHOLD 1 57 TYP. I I I I 7 SEE NOTE tir MILD" 613. 68.3631 WM NC s: 11 7 O1 uc N.T.S. c, rr WLN x 1 RW M. c mw 5- 2178 rn 5 or 9 6 N N O J a SEE DETAI E- SHT. TYR 3" I 13 - TYR 13 SEE DETAIL G" SHT. 5 SEE DETAIL F- F-t- 36- 13 I_ I SEE NOTE TYP. = 3 SHT. 4 SEE DETAIL F" SHT. 5 — 13 — — SEE DETAIL SEE DETAIL TYR ' E" SHT. 5 H" SHT. 5 vi _ TYR J" _ _ 13 SEE DETAIL •K• , M, •K- TYR _ "M" SEE NOTE "G" SHT. 5 51 51 51 _ 4 SHT. 4 TYR — 51 TYR "M" TYP. _ 3'—i , 3 3' -i 6" 6 3• SEE NOTE 6 6" 6" 6 6 51 a SHT. a 3" 6' TYR SEE DETAIL "H" SINGLE DOOR W/SIDELf1E5 DOUBL DOOR CF TURER NAMAC l,a V N N L 0 a0 co a o=, Zoe, 1n 3" 6b- _ C Lu W ^ 3• 36• 3 f"3• 0: 0 TI I II 1-1 II I 3 SEE NOTE SEE NOTE W a n 3 SHT. 4 6 SHT. 4 — n — ov n a vT .. Z0F cZ 0J z z 0 v a YY nmowc 6t/LTAMi:. VeC 613.W.3631 1 It/7 01 uI N.T.S. r WLN x pr RW S-2178 6 or 9 0.5' CUSS BITE i i SEE NOTE 1 TJPPH 5'- y 1/8' TEMPERED n S GLASS u 1/4' AIR SPACE 1/8' TEMPERED GLASS Q8 x 1 1/4' STEEL I 0625' THICK DOW 795 1 /2' INSULATID TEMPERED CLASS r_L Lur. DETAIL SHOWN W/ GLAZING COMPOUND ry Acc1C CR cY TGM Lrt_F_ FRAME SIDEUTE ONLY) i 0.5' GLASS Z SEE NOTE U BITE 1/8' TEMPERED THIS SHT. g CLASS I 3/4' AIR SPACE o 0 1/8' TEMPERED 8 x 1 3/4' PPH GLASS 3/4' STEEL INTERCEPT SPACER 0625' THICK DOW 795 GLAZING COMPOUND 0.5 GLASS BITE 0625 THICK DOW 795 GLAZING COMPOUND SEE NOTE 1 THIS SHT. 1/8" TEMPERED L- GLASS to • 3/4' AIR SPACE T— t/e' TEMPERED Yi GLASS 88 x 1 3/4' PPH 3/4' STEEL INTERCEPT SPACER tn q INSULATED TEMPERED GLASS ra AA ING DETAIL SHOWN W/ I Ir rRS T' SMC LITF FRAM REQUIRED FOR DOOR PANELS) 0625' THICK DOW 795 0.5' GL4181TEGLAZING COMPOUND 1/8' TEMPERED GLASS 1/2' AIR SPACE o pp O Y 1/8' TEMPERED N O co O 1n O °0 2 g O „ 8^1N O O LLi Lj 3Q00 W co a 14 GLASS SEE NOTE 3 NTHISSm. Sr' u 3/4" INSULATED TEMPERED GLA45 LNG DETAL SHOWN W/ W 1/2' STEEL INTERCEPT SPACER -CLASSIC CRAFT' INTEGRAL GLAZING c SIDEUTE ONLY) 1' INSULATED TEMPER D ASS rt A>ING DETAIL SHOWN Wl cI ecslr_ CRAFT" TCM LITE FRAME SIDELITE ONLY) 1. THE 27.5' x 50.19' DOOR LITE IS SECURED WITH (16) /e X 1.75" PHIWPS PAN HEAD SCREWS SPACED AS FOLLOWS. TOP AND BOTTOM RAIL AT 3.0 . 13.75 FRAND24.5' OM THE LEFT SIDE. THE SIDE SOLE ANCHORS WERE LOCATED AT 3.0'. 13.25'. 23.625' 33.875' AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) S8 x 1.75' PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5'. 16.5'. 27.5' 38.375% 49.375' AND 60.375'. 3. THE SIOELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. C oRWA 0 2 klENTRAL 613.Fi84.3631 wur: fJTS xc.. W LN o• ar: RW i v 7 or 4.03' OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 11 f-- 1.077' — 1 I h 1.54' CLDFL RF TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE h CC BOTTOM RAIL OWOODCOMPOSITE gF--1.077'--j I 4-- 1.54" SIOFLRF BANK SIDF STIL 36 FINGER JOINTED PONDEROSA PINE CC TOP RAIL OWOODCOMPOSITE 5.75' vi SFI F ADJUSTING SADDL THRESHOLD 21 ei 11MINUMMNYL .045' WALL ALUM. 080' THK WALL VINYL TYP. 39' RED OAK CAP I 1.46' CC HINGE SIDE STILE CORE MATERIAL- LVL OR LSL ALTERNATE CORE MATERALL: PONDEROSA. RADIATA. Pam. EUJOTTTI. TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR. CEDAR. INCENSE CEDAR OR REDWOOD. K40 x 1.79' PT THREAD J SCREW. MAJOR DIA 4.Omm Qc T tiF FRAME 4.565' l 1 7 r IT 0 2 WOOD FRAME 1.920" e 0 oa o± 41 14 wcxNC DOOR BOTTOM SWEEP VINYL .080' MAX. WALL. .035' MIN. WALL 18-10 x 1 112' PPH PLASCREW IR a6 M LITE FRAME UFcTUF 7- 4 rTry 0 0 0 0 MASTER FILE # I}1S V li eunjx! p I p A- J` TNIIS. a 6t 5. 6843631 11 7 0 NIS rr WLI Ri 5- 2178 ItemlN FlBERGIASS i RW n h 1 Ir h F min. _ 2 RN olac 010- OR I,r,, cowpm 3 4 TRU t + 1.4 Lli S L 5 6 X I PH(UPS PAN HEAD SCREW 6 POLYURETHANE FOAM BASF 1.91bs. DENSITY C 7 SHORT REACH COMVESSION WEATHERSTRIP THERM-TRU 8 LONG REACH C0UPRESSON WEATHERSTRIP -TRU FOAM 9 4 x 4 HINGE .097 THK. THERMA-TRU STEEL 10 10 x 3 4 I.G. PFH MDOD SCREW to Fmme S i1 10 x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2 LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2 LG. PFH W0O0 SCREW STEEL 14 INSWING DOOR BOTTOM SWEEP WOOL 15 2x OUTER WOOD TEST BUCK W000 16 2z INNER W0O0 TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WO00 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 20 NOT USED HEADER 4-W' r 1.17 THERM-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD MOOD ALIAI 22 HINGE JW 4.565 x 1.17 -TRU PONDEROSA 23 KWIKSET TRAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL UM. 6060-7 25 GLAZING. 1 2 INSULATED TEMPERED GLASS GLASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET METAL SCREW S1ECL 28 sm withLITE h f nun, = 6THERrIA-TRU STEEL 29 r 30 NOT USED VINYL INSWING SIDEUTE BOTTOM ti I 32 1 8 THK. CELLULAR GLAZING TAPE STIK-R TAPE 33 I x 0.04 DIA MIRE &ADS STEEL 34 3 8" COVE MOTINGr O 35 B1ANK JAMB 43G5 1.17 THO W-TRU. PONDEROSA PIN 36 4JEUTE WE STEE TRU 1531 r . POIAam PINE SOOD 37 10 x 1 3 4 LG. PFH WOOD SCREW TEEL 38 LATDI JAUB 4m + 1.1r - WOOD 39 NOT USED ALUM. A40 SILICONE CAULK 51LUM. 41 NOT USED 42 SMIIE TW t 80ITW PATBL 151 t S PO!LEROSI WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL IVES 454 8' SURFACE BOLT STEEL F46 PLASTIC UP LITE FRAME TCK T LX--TRU 7CM pith ' eld str h F min = 4.674 47 8 X 1-4 PPH SCREW FOR ITEM 28 k 46 3STEEL 48GLAZING. 1 INS ULAED TEMPERED GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 a 80nW RAl (I-V x .W3' DOW-nW N= COLWO TE) M1XX) IXwosr E 51 3 I6 WCON AACFDRING E1C0. LA Il7t lG. STEEL 8. 0' 0® — T ASTRAGAL RETAINER BOLT N MATERIAL: C/R ROD ZINC "? do YELLOW CHROMATE 3- DRILL TRU FOR / A 18 PFH WOOp / TIDRILLL TRU FOR SCREW 2PLCS .357' DL4. ASTRAGAL RETAINER BOLTS WIND 1AuacR II 011R68T STRIKE PLATE 592' O i vF-- .179-. 10 N p -N UPFOAM CELLCOREWVINYLJACKET1. 156" N rn . O COMPRESSION W ATHERSTRIP BY THERMA-TRU RETAINER BOLT FOAM CELL CORE W/VIN7"L JACKET CENTRAL CNIN MAN- UPACTER N r 11' b jl 24 WINDJAMBER II WR68T ASTRAGAL (ALUMINUM . 052" WALL TYP.) N O co O co L O X85"' OW ., 3Qco Ir W cooa t113.554. 3t131 NTS rr WLh RW W. w 5-2178 1 9 or 1 Page 1 of 1 daphne From: "Matt Smurr" <msmurr@MorrisonHomes.Com> To: <daphneclarkinc@cfl.rr.com>; "Duane Shackelford"<DShackelford@MorrisonHomes.Com> Cc: 'Tony Moore" <AMoore@MorrisonHomes.Com> Sent: Wednesday, March 10, 2004 10:40 AM Subject: Camden/ Keenes Point zoning & engineering HOLD URGENT!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! IMMEDIATE ACTION NEEDS TO BE TAKEN / MODELS INVOLVED PLAT BOOK 56 PAGE 103-106 RECORDED 3-9-2004 someone needs to go down to county at 201 S. ROSLAND AVE DOWNTOWN ORLANDO an sit down to have holds released ! ! ! ! ! ! ! 808 B03-013478 Model 3026B Right 11237 Camden Park Drive Dorchester 809 B03-013528 Model 3481A Left 11243 Camden Park Drive Wentworth 812 B03-013715 Spec 3026A Left 11325 North Camden Commons Drive Dorchester 813 B03-013720 Spec 2831 Left 11331 North Camden Commons Drive Buckingham 834 B03-013359 Spec 3481 Left 11321 Camden Park Drive Wentworth THANKS MATT 3/ 10/2004 A. 'DO yL11n'J MANT NAM' UF vTAtVAoTRU® cL&.;SIC cRAFr oUlbww0 &a t:mamE AND MOLE W/i wiOIFT SIDBITES. rmu7ED Fmotus DOOR Wmt WOOD muE&& 1. MISBUIiDiNGDWDEIS 9 ESIEDN OMEEMT "-AE COUNTY. DA2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS To THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS StW1 BE Eom EYONAILS. ANCHOR EMBEDMENT TO BOSE D WALL DRESSINGORSSTUCCO. MATERIAL . 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. FOR MIW-OADE 5THISPRODUCTMTHEWATERREOUIREMENTSDcoLWf PRMTN THERE CS E OF TE HIM DAM BUMP THRESNM SEE THE r, MLW-OADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE SIDaPM ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. dSheet t,on ( SMC) lsrrk inn4thF,('m arm}e) b0e loVY QnlCartslestPo r,• Tl e pith are( skin bcowtrudedfroma 0.095' fhk chant rrwdtrg cQ+rpanu Ir F 1 m"r1J' 6 filed .0 19 bt dm* 81SF polyr=ettme loom The pa,d fors draets are abed to the amd d7p ad 7M ketch codhopedieareLVLortS. The I"ddr dh Wid, i 4 QT x L * is the kdd, reidmcemed 11e ad bottom roi re of o rood tsrapas e obanis=n id ti thedouble door app6caiiaa i,ociire don b tilted m oKra9d of 6060- TS a0of. Frome Calstrvction Tfw lrmne is emaWdad hom Fe+9wiPmmiet /O1dQ 565 side = 1. 17' The Mader b joked to ma sd, eh (3 /t = 25' Need If4g0 sorer 1Tp 0+r etdd d e gonad m side jambs Rlh ( lfiga 1/Z wen = 2 bog dq*- rah ode The huff" ae together o a addle appiool,00 aseq /8 PFH Hood SaeVs ( 6) anon er each ffaC- The ur,6s usa onBrarry thraf,oN akbmring4.615 = a37 SYC I Lae - OI sue is77.5 Bide = 5019' tigA seeured V = 1.75' hiC s Pon NoW Sant Tho /rare am wiled rb siLear eoufkug (Doe 795) to add& pad ad tD fhe 910- 9de0a t20rka WC Up lae m 9e yield des p Fy(mk)- 14M Psi tk TIC tip lire rah the Fy( ). 4.674 ps; - 0A sizes 9.95 Vide s 65.B5' wideacvm V/(16) 8 = 1.75' Rs1Fps Pm Need saem The true am soled ilh o7;cae ooukiq (DD. 795) to 6deRe Pod ad 10 Um gloss kdcFd Fiah f7ozsd -The sideRe sash foes panb am milled lo remse 00 im/ohd 0- Th gloss b attaded to Un sdsib tow sl+ee- .ah e-,. omit/ map-,,d (0m 7W TABLE OF CONTENTS SHEET I/ DESCRIPTION NE'RhLL WIDTH 36' MAX PANEL. ( WIDTH F- 0&5' MAIL OVERALL FRAME WIDTH 36.AST MAX PANEL WIDTH W/ A P La MAX 2X- e 2a. 5" iW1f I ca 1 In n / ci m INACID'E dt DOURL F W/ SIDELl1F5 OUT WINr. UNR our l F OUTSwM; I1M1 OPTION n W/ SURFACE BOLTS 74.5" MAX. OVERALL FRAME WIDTH SEE DETAL 'A' SHT.3 . r 68.5' MAX. OVERALL WIDTH 36.625" MAX 24.5' IPANEL WIDTH -1 $ D.L.O. r W ASTRAGALLrItl: / d c I 24. 5' / o / j c MAX r- w D.L. O. ~ TYP) / .w In c / co o nrn rm F rn r1 wrNC UNR OPTION II B/ SURFACE BOLTS SEE Dam A' SHT.3 DESIGN PRESSURE RATING OPTION 1 I w/OUT SURFACE BOLTS 1 +47.0 PSF -47.0 PSF hmH SURACE BOLTS + 70.0 PSF -70.0 PSF OPTION 11 WINDI/ WBER II ASTRAGAL 15.5' MAX O > FRAME WIDTH F lY N o 13.9375' MAX. WIDTH p y 0100 7.125" MAX. DLO. am c, Q h WIDTH LIP In 7.0' MAX. D.L.O. V tal 1 W^ WIDTH t ' LITE 3 Q v BOTH SIDELITES) a 15.5' MAX. FRAME WIDTH 13. 9375' MAX. 7.125' MAX. D.L.O. YHpTH UP LITE 7.0' MAIL D.L.O. WIDTH INTEGRAL LfTE 1YP. FOR BOTH SIDEL m) n L-// euaaero s, susvurts, ec als.sa<1 m 11 05 01 nc N.T. S ti Vr WIN rt m RW URIC R 5- 2161 da 1 or 9 S A T 17 17 1 t.6lf' AnK • O Q it 1.66' 60L • v o v PANEL T K 4O•'o - PANEL TM o'p.•o 20 tt 29 SEE MIULS O DETASEE I ze oETAas o d ia B d. B iXTEROB B n o p t O:a 6 ODD. SEE NOTE L SHE. f Q l7 "• 7 b O 1 3D 7 y: q. t9 a 51 _ 51 2 OUISNUIG DOOR PANEL 2 OIlISINND OF—MUM- 1 FM DAM 11/LON PROFILE THFMSHDlD SEE OESGN PRESSURE TABLE) ((, rr j` ( .{!^7 C781ITF • .1 Jl'JV1l:L1+i' 3c`1'u 110 l 1 1: s t.6e• ,ml. PANEL nK 1 SEE G AZWG DETA6S - O> n O co 6 0QQ 0If" O SEE NONE fro O oSHT.f iE iE a 2 OUTSWM SIDELRE PANEL THE ORpS/51}SECOON 6 cwrSWMFU/SFI GIAgD 3/tf' GLASS 673. 654-W1 ASTRACr1L RETAPIER BOLT wr LG. TOR k BOTTOM (2) BOLTS 4 AT TOP t (2) AT BOTOM SEE SWA sC 3 O ASTRAL& rau•.. 'ael.a. v 2 Moal a r Q Q.:.I4•..I. lagl..:. Dffa OPRON R SURFACE 8OL75) JTAT{ o v IC ,. A..IF. 99 (fN 4 P D: N 0 Go 0 co En V 4i N maw—, 3 co ago = E13.04-W1 n K" KNo_- 5-2161 r 3 a EXTERIOR 18 25 MAX Z Y SHIM SPACE g 38 m GiIF 17 I.15' MIN.. 1 q H. ---"'iii C-SINK W LATCH JAMB TV BUCK Is' MIN. . NOTES: EMBED 1. THE SIDEUrE SASH FACE PANELS ARE MOLDED .TO RECEIVE THE INSULATED GLASS. THE CLASS IS ATTACHED TO THE SIDEUTE FACE SHEETS WITH SIUCONE GLAZING COMPOUND DOW 795). 2. SPACING FOR /8 x 1' PANNEAD SCREW ATIACWNG THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 . 3. 5. 18.25. 40.5'. 59.25. 7425 76.25' & 78.25. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) /8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) /8 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) JIB x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB. FROM THE TOP DOWN AT 6.07. 19.75 . 33.5. 4725. 61.0 & 74.7'. THERE ARE (2) AT WADE RDER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A /8 x 2" SCREW SECURING THE MULUONS TOGETHER 5 THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A IS x 2' SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE A I10 x 1 3/4' SCREW. B. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPUCATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 318' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING (' x 0.04" DIA WERE BRADS AT 2' FROM EACH END A MAX. OF 12' O.C. SEE NOTE 1 SHT.4 25' MAIL 1 I- SHIM SPACE 2 rwrms SECTION .15' MIN. 4 HINGE JAMB TO BUCK, C-SINK 1.1s' MIN. n EMBED. 9 THIS SHT MAivl1FA SEE NOTE 7 SHL 4 3 R k,lj O STRIKE JAMB TO SIDEUTE N O co 0 CO MOON 8 Lj O LUI O Q GOv n Do a L 0 8i Zy 05 N9= H Py WLDM XMPAYMM NC 013.6MZ831 A. •().A ze• cmu _Wu nML m RR i ow c m: o S-2161 s 4 OF _ l SEE NOTE 3 SHE 4 SEE DETAIL SHEET 5 6" 6" 6" 3" 3" 3" 6" 3" 6" 6" 3" —{ 3"-HJ-f 11 II II 1 II I I 13 TYP• SEE DETAIL _ SHi 5. DETAIL SHE 5 TYP. EE NOTE SHT 4 DETAIL 13 SHT. 5" TYP. rSEE DETAIL SHT. 5 v t 1 TYP t'i jr'r r6' 6-- SEE NOTE 6 SHT. 4 1© SEE NOTE D. TYP 4 SHT 4 G" 51 52 TYP. 1 1 3 ILI 3. 3• 6- io i 0co N 1 SEE NOTE 3 SM. 4 j MOON Q O 2 G7 O UJ F 3 Q cOp n w a n 4 in SEE DETAIL N SOn to D" "E" 13 — SHT. 5 TYP. m I o cog SEE DETAIL SHT. 5 C" TYP._ D" 1 51 TYP. 1 z 6" -" F" SEE NOTE m 4 SHT. 4 SEE DETAIL w W. 5 a m:l c DOOR DMM F DOOR W/SIDED$ DRILL THRU FOR 1 A 0.357' BOLT DEEP NOTE: o ENOUGH. FORA 2 o USE REM 1113 A 18 x 2 1/2" PFH WOOD SCREWBOLTTHROWATTACHTHESTRIKEANDDEADSOLTPLATESTDTHE SEE NOTE 1 TSEEHIS NOTE JAMB OR ASTRAGAL E IN THE MULLED 7 E N 4 0 13 S SURFACEPLATE APPLICATION WITH THE SIDEIITE USE ITEM 1 43 A jF8 oaauLTNM a 2" PFH WOOD SCREW. e13A54-m3l 4 3 ' 11 e 11 5 Of RETAINER BOLT HOLES' srkc N.7T.S. 1 O & OPTIONA E SPUR§2CE ee WLN SURFACE BOLT 8O 'C O A B. oA.FoSi1E1TPLATEU o en mu RW DETAIL 13 43 ASTRAGApLLNNgqSLLTRIKE PLATE A 1, 5-2161 10 DETAIL "E. OLOT$TRIKE PLAT NOTE SHTT. DF_TAIL "G" MANUA N ME SEE DEfAt T" SHEET 5 6" 3" r 3" _ mr 6 1 63. JA 3663. I I I I I_ SEE NOTE 3 SHT. 4 ' SEE NOTE SEE NOTE.TYR n 3 SHT. 4 6 SHT. 4No N hTP.SEE DETAILSW 5SEE DETAIL _SEE DETAIL E" SHT 5 SEE DETAIL in J" 'E" SHL 5 TYP " H" StiT 5 'n SEE DETAIL - •M TYP. "M"SEE NOTE 54 SHT. 4 _51 TYP. "M"TYP. 52 _ j 6" 6• 111 --- 3' SEE NOTE 3. 6" 6" 3- 52 4 SHT. 4 6" 3. TYR SEE DETAIL N. SHT. 5 DDt1R1 F DDOR SINGIF DOOR W/SIDELTTES IF LOMA Bo ®o Ao ]Fo NUFF A(',T Jim NAME m `_ T1' W n r- Q0= N 00 qn 000 8 go Ljir O W O 3Qco l" co a Im3. w4.W31 T 11 6 O1 un N.TS. 0. M- WLN L gh RW omc W: S- 2161 m 6 tw f 0.5' GLASS _ SITE SEE NOTE 1 THIS SHT. I it • je x 1 3/4' PPH . 7/,r STEEL INTERCEPT SPACER 1 /2. mum TEMPERED GLASS 10+ ING DETAIL SHOWN W/ SSIC cRAF- TCM IIIT_F_ FRAME SIDELITES ONLY) . Ni ijyy TEMPERED fA1/4' AIR SPACE 8- TEMPERED GLASS 0625- THICK DOW 795 GLAZING COMPOUND 0.5' GLASS BITE SEE NOTE 1 THIS SHT. . j8 x 1 3/4' PPH 3/4- STEEL INTERCEPT SPACER 0.5' GLASS SITE 0.5' GLASS BITE z SEE NOTE 1 1/8' TEMPERED O THtT. c GLASS O O O % •% O 0 O 3/4- AIR SPACE O O.O SEE NOTE 3 1/8' TEMPERED THIS SHT. jS x 1 3/4 PPH LASS 3/4- STEEL INTERCEPT SPACER 1/2' STEEL INTERCEPT SPACER 0625- THICK DOW 795 GLAZING COMPOUND 1' INSULATED TEMPFRm GLASS GLA21 DETAIL SHOWN W/_ 1. THE 27.5- x 50.19' DOOR LITE 5 SECURED WITH (16) j8 X 1.75' PHIUJPS PAL/ HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0 , 13.75 A?!D 24.5- FROM THE LEFT SIDE - THE SIDE STILE ANCHORS WERE LOCATED AT 3.0-. 13.&. 23.625" 33.875' AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) j8 x 1.75" PHILlIPS PAN HEAD SCREWSSPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. SIDE STILESFROMTHETOPDOWNTOPDOWNAT5.5'. 16.5 27.5' 38-575-. 49.375' AND 60.375'. 3_ THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEME THE INSULATED GIASS- 0625' THICK DOW 795 GLAZING COMPOUND 1/8TEMPERED 3/4- AIR SPACE 1/8- TEMPERED z ic GLASS vN 1' II ISI11 ATF1) TEMT'ERET) GLASS j/1ZING DETAIL SHOWh[ n A cSlc ro.cY cuC LT1T' FRAME REQUIRED FOR DOOR PANEL) 0625- THICK DOW 795 GLAZING COMPOUND 1/8' TEMPERED CLASS 1 /2' AIR SPACE 1 /8' TEMPERED GLASS tl CEN • MANUFApLAIL Cl I 61 I I JJJJII OCC ATr`FI S?nF__ STIR C 3 RED CORE MATER411 LVL OR LSL OAK CAP f--1.077—{ Imo- F._—,4•--- 1.54- ,2 QF iM rn ANK _ ME STII E O SMITE TOP k BOTTDAl RAIL FINGER JOINTED PONDEROSA PINE FINGER JOINTED PONDEROSA PINE r- 1.47• --^l 1 CC ROTTDM r:AIL WOOD COMPOSITE cc TDP Ran. WOOD, cowvSITE O 39- RED OAK CAP O4 I CC HINGE SIDE SITL CORE MATERIAL- LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA. ADIATA, PUI•AI ELIIOTTI, TAEDA OR SUGAR PINE', DOUGIAS OR WHITE FIR, CEDAR INCENSE CEDAR OR REDWOOD. li DaL VARIES vi W/GLASS THIL xw . I.7r Pr ,LEAD SCFMr. YAM OM 4Amm aIrfr cun¢ ©8 fo ch 1V e1 mr — mANUFA ieilkp rrm n 0T T o t° WOOD FRAME 4. 615- m I-- 2.203- tI 1 19 ro rtcwrNl: BUMP FACE 050- WALL TYP., ML W P cr N O 1 onr" = 8 s -Ln NOW^ 3Q00 IS co T a It a, aaaa Tas, B.O. Ale rR S-2, 8 N A316amF. r1 MAST ll # 7 6 N So w o co LT 1W 11iVw RETAINER BOLT M Q o MATERIAL: C/R ROD ZINC 1? - 0 3 co do YELLOW CHROMATE B ` co° iJE FOAM CEL CORE W NYL JACKET 3. b N 1.158• N0 V DRILL TRU FOR A IS PFH WOO DRILL TRU FOR O a3s" SCREW 2PLCS .357 DIA ASTRAGAL d RETAINER BOLTS WINIn euocc n um6BT 4RII PLATE COM.PRESSION WEgTHERSTRIP BY THERMA—TRU 1 • RETAINER BOLT FOAM CELL CORE W/VINYL JACKET RM a ao.A.F. yNTIL4L FLO N 2 N MANUFACTURE] -NAME: ouw 1.767• MASTER FILE # me 11 6 0 rnn NTS WINpJAMBER II WR68T o c an WLI ASTRAra (ALUM"' "' QW W&I T TJ 04L M IN mom Wn: S-Z161 cw" 9 a 0.5' GLASS BITE 0625' THICK Dow 795 0.5' GLA ss BITE SEE NOTE 1 GLAZING COMPOUND SEE NOTE 1 THIS SHT. z " N 1/8TEMPERED HIS SHT. TGLASS G TEMPERED GL 1/ 4' AIR SPACE m 3/4' AIR SPACE 1/ B' TEMPERED 1/B' TEMPERED GLASS Z GLASS 88 - x 1 3/4' PPH 8 x 1 3/4' PPH S H GLASS 1/ 4' STEEL INTERCEPT SPACER 0625' THICK DOW 795 3/ 4' STEEL INTERCEPT SPACER 4 1' INSULATED TEMPERED MEAZDETAIL5HOWNW/ O f / 2' INSULATED TEMPERED GLASS SING DETIII SHOWII W/ GLAZING COMPOUND CLASSIC GRAM cM _LITE FRAME REQUIRED FOR DOOR PANEL) n Asslc rRAFi JMLLaU36ME SIDELITES ONEM 0625' THICK DOW 795 0. 5' GLASS BITE GLAZING COMPOUND 0S' GLASS L Z 1/8' TEMPERED SEE NOTE 1 BITE u 1/8' TEMPERED CLASS THIS SHT. o GLASS O O OO co 0% O b ° 1/ 2' AIR SPACE 4 3/4' AIR SPACE 0 O 0 O 1/ 8' TEMPERED s GLASS C gam' TEMPEREDSEE NOTE 3 THIS SHi. NA is x 1 3/4` PPH 0 3/4" INSULATED TE 3/ 4" STEEL INTERCEPT SPACERr 1/2. STEEL INTERCEPT SPACER H 5 AnNr DETAIL SH 1 CLASSIC CgAr ' INTEGRAL GIA71HG 0625' THICK DOW 795 SIDELTTES ONLY) GLAZING COMPOUND 1` INSULATED TEMPERED GLASS GLAZING MAIL SHOWN W< 1. THE 27:5' x 50.19' DOOR LITE IS SECURED WITH (16) /B X 1.75' PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 3.0', 13.75 AND 24S' FROM THE LEFT SIDE THESIDESTILE, ANCHORS WERE LOCATED AT 3.0% 13.25". 23.625' 33.875' AND 44.t25' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM UP LITE ARE SECURED WITH (16) g8 x 1.75' PHIWPS PAN HEAD SCREWS SPACEDASFOLLOWS. TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES. FROMTHETOPDOWNTOPDOWNAT5.5% 16.5'. 27S' 38.375'. 49.375' AND 60.375'. 3. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. CF — — — AL FL MANU, A R N il% A t r( J E13. 6643831 n WLI n RN S 2161 r 7 or 4.03 1 jj O CC LATC14 SIDE STILE 3 RED CORE WTER14L LVL OR LSL OAK GAP 1.077' 1.077' H I cmcl _ pP k BOTTOM RAIL 42 CIDEL tF BLANK SIDE- CT11 F 36 FINGER JOINTED PONDEROSA PINE FINGER JoIMED PONDEROSA PINE r-1.47'^{ CC BOTTOM RAIL WOOD COMPOSITE CC TDP RAIL OWOODCOMPOSITE O934411111,01011 39' RED OAK GAP 177 o O 1.46' CC HMGE SIDE STU CORE MATERIAL' LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADWTA. PULAI. EUJOTTUL TAEDA OR SUGAR PINE, DOUGIAS OR WHRE FUR CEDAR. INCENSE CEDAR OR REDWOOD. . li Dal. VARMS SS TW/CLAWL N L KQ 1.70' Rf-TNWAD SpEM. UAM Mt 44 o¢ t ryr nwr[ ©e n aM. vARIES n W/GLASS THK. li 1e-10 1 1/!' PPFf PLASCREW UFAI 4.565' L 1 WOOD FRAME N m 4.615' o 2.203' vO1,• f 19 nlrrStitnNc; RUMP FACE. Ai UMINUM/WOOD THRESHOLD 050' WALL TYP. 2.36'. 4.563' W N o coco 5 - Ln 00 W O 3Qco iF T 0` 8Z 7 ME IMEW! FMV ASS TUSEDR 1.91bS. NS FOAM REldl LX ON WEATHERSDdP TI UWmlIREACHCO1ONWEOHFRS7RPR94x4HINGE .097 THK. E6 STEEL 10 10 3 1 LG. PFH WDOD SCRfN (o Frmie 11 10 x 1 LG. PFH WOOD SCREW 12 NOT US 13 8 z 2 i12 LG. PFH WOOD SCR 14 NOT USED 15 NOT USED WOOD 16 2z INNER WOOD TEST BUCK WDOD 17 MAX. 1 4 SHIM MATERIAL 18 KWIPASSAGE LOCK KSETTITAN700SERIES19 ONE PIECE BUNP FACE THRESHOLD - N M WOOD WOOD 20H6M456511.1 - Pa S'l 21 NOT USED 22 HD4E .L1L18 1565 r 1.1 Tldl POIrDE11O54 WOOD 23 KWIKS TITAN 700 S BO T ASTRAGAL WINDJAMBER O WR68T .052 WALL ALUM. G6DB T6 4 25 GLAZING. 1 2 INSULATED TEMPERED GLASS ASS 26 27 NOT USED 8 x 1 LG. PANHEAD SHEET MEf USCREW STEEL 28 UP LITE AU Iq; WAFSMC rr 6ZOO Pe 29 i IOmm STEEL 30 NOT USED 31 NOT USED 32 1 8 THK CELLl/LAR GLAZING TAPE STIK-O TAPE 33 1 1 0. DIAL STEEL 34 3 8 COVE MOLDING PINE 35 JW 4 1 1.1 - .PONDEROSA woo 36 swM SIDE SRE 151 R>trDtROS~ 37 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 LATCH AW 1513 1 ijr WOOD 39 HIGH WATER DAM THRESHOLD SILICONE 40 SILICONE CAULK 41 NO USED WOOD 42 SWJn Iw t TRW G1l Oil I i STEEL 43 8 x 2 LG. PFH WOOD SCREW 44 3 16 SEX BOLT STEEL 45 IVES 454 8' SURFACE BOLT TEE STEEL46 LIP LITE with YW dM h F - = /.67/ TcM 47 8 X 1-3 1 PPH FDR ffEY 28 & 16 STEEL CLASS 48GLAZING, i INSULATED TEMPERED GLASS 49 GLAZING 4 INSULA D MPERED GLASS GLASS LASS50 a BO U RAIL (ISD' 1 MY TKNA-M "M t AMM tDW nE 51 3 1 UPI'1>ti ARC[IRNG ELCO i.7S WK LG STEEL STEEL c I 111r,LPOON ANCnac am 25 11I1. LG _ 8. 0" 1 i aSMGAIR AIN BOL7 N MATERLA: C/R ROD ZINC 11 do YELLOW CHROMATE 3• DRILL TRU FOR 4 y8 PFH W00 7-- TIDRIUL TRU FOR SCREW 2PLCS .357• OIA ASTRAGAL RETAINER BOLTS 1 • RETAINER BOLT N FOAM CELL CORE W NYL JACKET 1. 158" 1 N roa7 . 35' ---i OrnuaaFS510N WEATHET3SIBQ BY THERMa-TRU FOAM CELL CORE W/VINYL JACKET I CENTRALnoRMA B.O.A.F. to 0 N MANUFACTURER NAME T1 il t1 'IVI /a i . 1. 767• - MASTER FELE # W P 0: N O ra Rp= s w 8 W tn 00g0O r3 TRUSS INDEX SHEET STF01FOR' Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Building Job Identification: Z22302A Supp ": . ``• ' Address 1 VENETIAN BAY a~" Address 2 LOT 77 ORLAND'O TRUSS DIVISIONJurisdiction: CITY OF SANFORD DBA General Building Design Information SMYTH LUMBER CO. Florida Building Code - 2001; Chapters 16 and 23 2722 APOPKA BLVD. ANSI/rPl 1 APOPKA, FL 32703 Design Loads 407- 99-1522 Roof: 37 PSF FAX: 40-299-9153 Floor: — Wnd: 120 MPH/CLOSED BLDG. WITH REAR PORCH 8 RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 Or Building Designer: Seal at 05-May-04 Truss n ineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic. 2704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the component designs listed and included in this truss package. The attached component designs are valid only If depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 29 Plus Standard Details Truss ID: R1 R2 R3 R4 _ RS- R6 R7 R8 R9 R10 R71 — - R12 R13 R14 R16 R17 R18 Rt9 ^ PLANS REVIEWED ` V1 V2 CITY OF SANFORD . R15 V3 H1 E1 C1 C2 C3 - C4 C5 _ Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers t1111i1 No.4 A'• STAI s/ON F pplpulnnuTr•.. William M. Ranieri PE FL Lic. No. 42164 design professions) shall Indude, but not be limited to, design loading, lengths, profiles, pltrhes sad depths. rz.0 Go 9 3/14" M"M W/ 1rAMtD WzM-1 b Daa; r a+ DL= r VE' ON rtu,C VaLV WYTH UJMBER GO. KOOF TKL155 DIVI510N 2722 50LITH APOPKA 6LV'O. APOPKA, FL.. 32703 407) 2qq - 1522 FAX (407) Zqq - g153 Engineering Certificate of Authorization a gZ18 NOTES D 6f,"ruoffR r"OramTo VeIrY TrLf rLKBAM TUN Y-0 TTVY1 DE7LN rLa'M" MAMT MO corw0h no Atwa rnRrt I275eLt YOT04 u1I AWArTD HM AFMOVTD NLL(! elTm _ xra _ DATE ZI TNY.ES LLht MT DE an Cr ALTB" N MU WAY TnT/V VT Tour N/rKB}T04 DY 4inH T61} UAfaNY. 3) Tw C7 M1r as an Of ALTamT%Dttff AVDtGia TON "A. DE JVafP R rQLatm AT ahTCLR9 E:OVeZ 41 OuKO'AMM OF n'Y uD T wT tK RH4910 NTM1T ft" M" Ya TOTTEN (RrAM DY'.rn TH Tar^ (¢ra N. DETAL5: D Effff TO M q fXW&&VAnrM FOR wraw;, 1 T4 ATM aw rekfRatY DrACM r" TO D"CB® DEan65 roc r5Dro4 IT rxaalG rearm au. TarYlS fll"6 TG/Y[m21LIMVeLLtYFc.u4ir MYhT DE COLMETELY DHJ.81 R IM To VALLEY 1131A TFTALI FOI A1.0.1E eratra, ¢amen" 3) all VALEY'L TO DE UINRnOTOLLY R4E9 Dr VLLDM 4) IfMx LOAP CEm6 TALL5 11 T t OtLPV -WB TM9 r LESS T 11 D - HVS26 OR THD25 3 - HHUS26.2 OR THD26.2 D - HHU3Ie-2 OR THD26.2 im- HHUS4e OR THNS rD - HGU326.2 OR THDH25.2 Ur - HGUS26-2 OR THDH22-2 Q - NGUS26J OR THDH2e-7 IS- SUUR210 OR S16i I" J- HGUS46 OR THDH4e m- THA22 OR MSHIn D. THAC422 OR MSH422iF 31. HUc410 OR HD4101F Q . THA26 OR MLS T v10KK150N HOMES L463ULA - K1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= inla UNU FKtrAKtU rKUn wnrultK IRrUI LLUAUJ 6 UL19CR3LUR3/ 3UDrLIlltU of 1— — 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. JAU _ JAU— JAU— 3X6 (A1) 3X6 (A1) _ 1-4-0 1-4-0 r y Lr 20-0-0 1_ 20-0-0 _1 RE 40-0-0 Over 2 Support R=1561 U=479 W=8' R=1561 U=479 W=8' 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a OTY:7 FL 1 R - Scale=.1875" Ft. YARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 7PI (TRUSS PLATE I NSTITU i[. SB7 D'ONOFRIO DR., SUIfE 100. MADISO N, NI 5711" . FOR SAFETY PR ACi10E5 PRIOR TO PE:FORMING THC SC FUNCTIONS. UNLESS OTHERWISE INDIC AXED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M Y (' 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-- 6 1 9 6 0 DATE 12102102 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PRO ERLY ATTACHED RIGID CEILING. DRW SLTUSR352 02336120ROOFTRUSSDIVISION GIIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN" ff(AjNo.42704 BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S L T- E N G / WM R2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH T i: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 f B C L L D. D P S F APOPKA, FL 32703 407-299-1522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP LICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBII SHED BY THE AMEN IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF Q` t .• j VVV/S' r TOT. L D 3 7.0 P S F S E 0 N 33584 FAX 407-29991 53 CONNECTORS ARE MADE OF 20GA AST. AG57 GRAD GALY. S1EEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R,Q a' E'•.....r"' D U R F A C 1.25 FROM S D YDRAWINGSI'D A 1. THE SEAL ON IN'S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBLL ITV SOLELY FOR fHE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1RY8352_Z02 CERTIFICATE OF Al7THORm AT10N 99218 COMPONENT lFORANYSCPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER CTION 2. Feb 03ANSI/TP LZZJUZA - KZ Inn UMU rntVAKtU rKUM L.UMF UILK IRrUI ILUAU3 a UIrILIY3IUM3) 3U0MIIItU GI Inu3a nrM. TOP CHORD 2x4 SP #2 J2 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2Xn m 9-4-0 3X6(A1) 1-4.0 H 1— JnV— 3X6(A1) 1-4-0 I. 20-0-0 _I_ ' c 20-0-0 `I 10-6-0 '1 10-7-0 18-11-0 ll 40-0-0 Over 2 Supports R=1561 U=478 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:2 FL 1 R Scale 1875" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H1B•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M T C L L 20.0 P J F R E F R 3 5 2-- 6 1 9 6 1 I MST ITV T C. SBO )'OXOFN IO DR., SUITE 200. MADISDN, YI 5)119). FOR SAFETY PRACTICES PR ION TO PERFORMING THESE FUNCTIONS. UNLESS OTHERY ISE INDICATED. i0 CHORD SHALL HAVE PR OVERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS 00516N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR OOUCTS, INC. SHALI NOT BC 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 DCSIGW COIIFONMS WITH APPLICABLE ROVISIONS OF M05 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 4MER IC AN FOREST AND PA ER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GA AS1M A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC AT CD ON THIS BESIGN. POSITION CONIIE C TORS PER tIFI"' f NO"asioa z .} i ESTATE OF •Q` T C BC B C TOT.LD. D L DL L L 7.0 1D.D 0.0 37.0 P S F PSF P S F PSF DATE 12102102 SMYTH LUMBER CO. Fi00PTRUSSDIVISION 2722 SOUTH APOPKA BLvO. APOPKA,FL 32703 FAR: 40272999?53 DRW SLTUSR352 02336145 S L T - E N G / WM R SEON - 33590 DUR.FAC. 1.25 FROM RHPROFESSIONALENGINEERING ' OR AY INGS-160 A•2. THE SEAL 011 THIS DR AYIHG INDICATES ACCCP TANCC OF PROFESSIONAL ENGINEER IH6 RESPONSIBILITY SOLELY FOR THC TRUSS COMPONENT DESIGN SHOY X. THE SUITABILITY AND USE OF THIS pti..,,...'' iyNA E SPACING 24.0" JREF 1RY8352_ZO2CERTIFICATEOFALM40RIIAT10N09218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSIJT I 1-1995 SECTION 2. Feb 03 ZZeJUZA - NS) TOP CHORD 2x4 SP #2 " BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC IHIb UW6 FHtFAHtU t-HUM LUMPUItH INFUI (LUAU) a UIMtNJIUNZl) ,UOMIIItU OT IKUJJ MrM. 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG. NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6a 9-4-0 3X6 (A1) = J A V J A L V= J A V= 3X6(A1) 1.4-0 1.4-0 h 1_ 19-0-0 _I20 °I_ 19-0-0 _1 OE 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a 0TY:1 FL - 1 R Scale 1875" Ft. WARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSfITUTC. 6B7 D'O:OFRIO DR.. SUITE 200. NADISO M, WI 67719), FOR SAFE TVAFCTY R ACTICCS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTAINED M lFl „% T C L L T C D L 20.0 7. D P S F P S F R E F R 3 5 2-- 6 1 9 6 2 DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4( t Z V DRW SLTUSR352 02336121ROOFTRUSSDIV1510NIMPORTANT•• FURNISHCOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t11o"42%04 ' BC DL 1D.D PSF 2722 SOUTH APOPKA BLvD. A PRODUCTS. INC. SHALL NO 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS OE SIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE MITH TP1: OR FABRICATING, HARDLING. SHIPPING. INSTALLING AMD 1 7CBRACING OF TRUSSES. THIS OES IGN CONFORMS WITH APPLICABLE ROVISIONS OF NOS DESIGN j B C L L D . 0 P S F S L T - E N G WM R APOPKA. FL 32703 NATIONAL S PCC IFICATION PUBIISNED BY THE ANER IC AN FOREST AND A ER ASSOCIATION) AND TPI. Al INE STATE OF Q' j SEON 33592 CONNECTORSAREMADEOF20GAASTMAMGRADGALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 37.0 PSF FATX 40729T991253 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER[Nti,,, 1 DUR. FAX. 1.25 FROM RH DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCE TANCE OF PROFESSIONAL ENGINEERING p,1 1 PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS C/ i SPACING 24. D" JREF 1RY8352_Z02 CERTTFIC: ATE OF AUTHORcEA7TON 09218 COMPONENTFOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 SECTION U LLL.OLILA - K4) inia uNu rncrAncu rnun vnruicm inrui %lu— ulr¢nJI vnol JUUl- - TOP CHORD 2x4 SP #2 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #1 Dense :B3 2x4 SP #2: WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6a 5X6!a JAV— JAV— JAU— JAV 3X6 (A1) 3X6 (A1) F 1.4-0 1-4-0 ty r I 17-0-0 1_ 6-0-0 _1_ 17-0-0 _I 40-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478,W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. BRACIIIG.REFER TO HIB-91(HANDLING IN STALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATEINSTITUiE. 5B3O'ONOFRIO DR.. SUITE200. MADISOYI53119).FOR SAFETY PRACTICES PRIOR TO' PERFORNING THESE FUNCTIONS.UNLESS OTHERWISE INDICATED. TO CHORD SHALL HAVE PROPERLY ATTACHED WARNING" TRUSSES 0.EOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDUTATESTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOFTRussDlvEsloN FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AI7Y DEIIATION FROM THIS DESIGN: ANY FAILURE TO R 704 TC TC BC L L DL DL 2D.D 7.D 1D.D PSF PSF PSF REF R352--61963 DATE 12/D2/D2 SMYTH LUMBER CO. DRW SLTUSR352 02336122 SLT-ENG WMR2722SoviNAPOPKAEBLvo. FL, 32703 FAX 407-2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FAIRICAIING, HANDLING. SHIP/LNG. INSTALLING AND BRACINGOFTRUSSES. THISDESIGNCONFORMS WITH AP LICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATIONPURL (SHED BY THE AMER ICAX FOREST AND PACER ASSOCIATION) AND TPI. ALPINEA407-2931522 CON"ECTORSARE MADEOFAGA ASTM A653 GR10 GALY.STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORNCCTORS PER"" PROFESSIOPIAL OF .BCLAPOPKA. TOT. LL LD. D.D 37.0 PSF PSF SEON 33594 DUR. FAC. 1 .25, FROM RHENGINEERING DRAWING:" 160A".THESEAL OXTHIS ORAYIX6 INDICATESACCEPTAIICE OFPROFESSIONAL ENGINEERINGV R E SPDXSIB ILITY SOLELY FOR THE TRUSS CON P0 NE XT OC SI GN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1RY8352_Z02CERTIFIGTEOFALIMORRATION99219COMPONENTANSIlFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER CTION 2. feb 03 '03 cz23U2A - K51 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO.BRACE ALL FLAT TC @ 24" OC 3X6 (Al) IKI i UNU FKtrAKtU YKUM LVMrUItK IMrUI LLUAUZ s UIMLNaIV"D; aU019111CU Di —Uaa n. 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, IVDT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6s 2.5X4 0 5X6= JAV— Pl l Jt 3X6 (Al) 1-4.0 1-4-0 h 15-0-0 I_ 10-0-0 I_ 15-0-0 _I 40-0-0 Over 2 Support R=1561 U=485 W=8" R=1561 U=485 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Desi gn Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDA. M. T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI TUTC. SBJ D'ONOFgIO DR .. SUITE 200. MAD150X, WI SOIl9). FOR SAFETY PRACTICES PR ION TO jlFl ' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. i0 CHORD SHALL HAVE ROPCRLY ATTACHED + ,•,• T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE ILING. fG ROOPTRuSsDmsION " IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ! NO.42704 S F BC DL 10.0 PSF DRW SLTUSR352 02336123 R ODUCTS. INC. SMALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTTT APCIPKA 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 Q, STTE OF p BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERIIA1 FOREST AND PAPER ASSOCIATION) AND TPI. AL III jy (i FAN: ao7-2999159 CO""CCioIs ARC MADE of 20GA ASTH A65J GRAD GALY. STEEL. EXCEPT As NOTED. APPLY CONNECTORS To V (R 0 0 i TOT. LD. 37.0 PSF SEON - 33597 EACH FACE OF TRUSS. AND UNLESS 0"".WISE LOCATED ON THIS DESIGN. OSITION CONNECTORS PER ''•.•...('. PROFESSIONAL ENGINEERING DRAWINGS I60 A' 2. THE SEAL ON 1HIS DRAWING INOICATCS ACCEPTANCE OF PROFESSIONAL ENGINEERING SpV A v OUR R . F AC . 1 . 2 5 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS COHPO NCMT DESIGN SHOWN. THE SUITABILITY AND USC OF THIS 'ff// {• CERTIFlGATE OFAUTHORIZATON#9218 ATFOR ANSECTION U PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 NSI/TPI1SPACING 24.0" JREF - 1RY8352_ Z02 LZZJUZA - Kb) TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP ##3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(A1) _ InID UNu rACrAKcu rmvm uvr,r U,Cn Inrui LLVAvd a Ulr1-10-1J7 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5 X 6 =_ 2X4III 5X6= 3X6 (Al) _ 1-y 11ty 1_ 13-0-0 I 14-0-0 I 13-0-0 _1 40-0-0 Over 2 Supports R=1561 U=488 W=8" R-1561 U=488 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 6 5 INSTITUTE. 553 D'ONOFRIO DR.. SUIT E 200. HADISON, VI 53719). FOR SAFE TY PRACTICES PRIORTO PERFORMING IHESI FUNCTIONS. UNLESS OTHERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANTI C. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED TO BUT LDC THE TRUSSESAIN CONFORMANCENOT ERONSIOWITHLTPIOR OR ANFABR i C A T ING. HANDLINGS SHIP 1 NDESIGN :G.A I N S T ALLINGE AND BRACING OF TRUSSES. iHiS DESIGN CONFORMS WITH A PLICABLE PROYIS10M5 OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER IC AN FOREST AND PAPER ASSOCIATION) AND T 1. ALPINE CONNECTORS ARE MADE OF 20GA ASIM A653 GRAD GAL1. STEEL. [XCEPT AS NOTED. APPLY CONNECTORS TO•OR,O•••• EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER pt lFl '•, rG• V- % l No.42704 STATE OF P T C BC BC TOT. LD. D L DL LL 7. 10. 0 0. 0 37. 0 0 P S F PSF PSF PSF D A T E 12102102 S MYTH LUMBER CO. RoOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 FAx 407.2949?53 DRW SLTUSR352 02336124 SLT- ENG WMR SEON 33603 D U R F A C . 1. 25.. FROM R H PROFESSIONALENGINEERING • DRAWINGS. 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R CSPONSIB IL IiY SOLELY FOR THE TRUSS COMP0 RENT DCSI GN SHOWN. IHC SUI TABILIT AND USE OF THI5 f/ PPP___ fVALl1 SPACING 24.0" JREF 1RY8352Z02 CERTIFICATEOFAUTHORvwnON89210COMPONENTFORANYPARTICULARQUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Feb 03 '03 L443U4A - K/ I KIJ UNV MKtFAKtU tKUM LVMYUItK INFU I CLUAU] a UIMtNJIUNJ) JUOMIIICU DT IKUzoJ I'IrK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, 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. 2. 5X4 = 5X6= 5X6= JAU— JAU= JAU=. 3X6( A1) = 3X6(A1) _ 1- 4.0 1-4-0 h 11- 0-0 _I_ 18-0-0 _I_ 11-0-0 _1 ilE 40-0-0 Over 2 Support R= 1561 U=490 W=8" R=1561 U=490 W=8" 9- 4-0 PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. WARNING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND INSTITUTE. SB7 D'0 ROFRIODR.,SUITE 200. NADISOX, YI57719). FOR SAFETYPR ACTIC CS PRIOR i0••.CRFORNIIIG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TO CHORD SHALL HA YE RO ERLY A7TACXED BRACING. REFER TO HIB-91 (MANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATEUSTATE STRUCTURALPANELS. BOTTOM CMORO SHALL HAVE A RO CRLY ATTACHED RIGID CEILING.04'• IMPORTANT" FURNISXA CO Y OFTHIS DESIGN iO. THEINSTALLATION CONTRACTOR. AL INE ENGINEEREDROOFTRussDmslON IRODUCTS.INC.SHALL NOf BC RES ONSIBLE FORANY OEYIAT10FROM THIS DESIGN; ANY FAILURE TO k TC T C BC LL D L DL 20. 0 7. 0 10. 0 PSF PSF PSF REF R352--61966 SMYTH LUMBER CO. DATE 12102/02 DRW SLTUSR352 02336125 SLT- ENG WMR 2722 Soum APOPKA BLvO. FL 32703 FAN: 407-2999153 BUILD THE TR UISES IN CONF ORMANCC YIIN TPI: OR FABRICATING, NAND,iNG, SHIPPING,INSTALLING ANDtAPOPIOL BRACIRGOFTRUSSES.THIS DC SIGN CONFORMS YI TX A LICABLC IROYISIONS OF NDS (M ATIONAL DESIGNAF SPECIFICATION PURL 15HE0 BY THE AVER ICAN F00.E ST ANO PAPER ASSOCIATION) AND fPl. AIPI N[ CONNECTORSAREADEOF ZOGA ASTM A667 6RA0 6ALY. STEE,. E10E T AS NOTED. A PLY CONNECTORS TO' FACE OF 10.U55, AND UNLESS OTNERYISC LOCATED ON TN IS DESIGN, OSITION CONNEC TORS CRPROFESSIONAL Q` rf407- 29CS1522EACH BC TOT LL AD. D. D 37. 0 PSF PSF SEON 33601 DUR. FAC. 1.25 FROM RH ENGINEERINGDRAWINGS 160 A-7.THC SEAL ON THIS OKAYING INDICATES ACCE TANCC OF PROFESSIONAL ENGINEERING RCS DNSIBILITY SOLELY FOR TH TRUSS CON/ONENi OESI GN SHOWN. THE SUITABILITY AND USE OF THIS CER71FTC: ATEOFAUTYIOT7RATIOM09218 COMPONENTANY SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 '03 SPACING 24.0" JREF 1RY8352_Z02 LZZJUZA - Kd TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. IMIZ UMU rKErAMCU rKu,, 1.U""U'cn I11rU1 LLUNUJ O UIr1L1d1-JT UUunl, n inn. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6_ 2. 5X4 = 5X6= 2. 5X4 = 5X6= 9-4-0 3X6(A1) _ 3X6 (Al) _ 1 4-0 1 4-0 h I 9-0-0 I 22-0-0 _1_ 9-0-0 J 40-0-0 Over 2 Supports ' I R=1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. YARNING•• 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'O NOFR10 OR SUITE 200. MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACNCD STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMA NCC PITH TPI. OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OESIGW CONFORMS KITH APPLICABLE PROVISIONS OF NDS (YATIONAL DESIGN SPECIFICATION PUBLI SHE. BY THE AMCR ICAN FOREST AND PA ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GRAD GAIv, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS To EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M e IPj t1F1 No. 42704 1 , y i 7{ 1[ t STATE OF ? L A PfaV ilify..0 Ri T C T C BC BC TOT L L D L DL LL L D . 20. 0 7. 0 10. 0 0. 0 3 7.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 6 1 9 6 7 DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DEVISION 2722 SOUTH APOPKA BLVD. APOPTVAFt 32703 407• 259.1 522 FAX: 407.29991 53 DRW SLTUSR352 02336126 SLT- ENG WMR S EON 33605 OUR F A C . 1 . 2 5, FROM R H PROFESSIONALENGINEERINGORAWING4 160 A-2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DCSIGN SHOWN. THC SUITABILITY AND USE OF iH IS s/OIyAt,E ° SPACING 24.0" JREF 1RY8352_Z02 CERTIFICATEOFAUTHORIZATION#92 IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Feb 03 Lee JULA - Ky TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense 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. 1#1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. I MIJ UNU HKtPAKtU YMUM I.UMFUItM INFU I 1LUAUJ 6 UIMtNZOIVMJ) JUDMIIItU DI IKVJa nr— I 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, 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 TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X8= 2.5X4 RI 7X8!a 2.5X4 III 6X8= llllll 11 I -"qq olp am AP, 2. 5X4 III 8X8e FIX8a 2.5X4 III 4X6 ( A1) 4X6(A1) a o 15- 0-0 _I 1 I, 7-0-0 1_ 26-0-0 _I_ 7-0-0 _I le 40-0-0 Over 3 Supports R= 651 U=439 W=8" R=3887 U=2300 W=8" R=1637 U=1020 W=8" 9- 4-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale=.1875" Ft. WARNING" TRUSSES REOUIRE ETTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND A - r BRACING. REFER TO HIB•91 (HANOLING INSTALLING AND BRACING). UBIISHEO BY T I (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 8 I NSTITU IE, SB7 D'ONOFRIO DR., SUIT[ 200. MADISON, WI 57119). FOR SAF CTY R ACT ES PRIOR TO ' p'(IFI •••'•.V PERFORMING TNCSC FUIICIIOMS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYS PROPERLY ATTACHED . G %'•' T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A RO ERLY ATTACHED RIGID CEILING. fG 01 ROOF TRUSS DIVISION •IMPORTANT•• FURNISH A CO E OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER CD 1F ND•427 4 BC DL 10.0 PSF DRW SLTUSR352 02336127 PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND • S APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS liTl APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR S ECIF ICATI522 DNPUBLISHEDBYTHEAHERICANFORESTANDPAPERASSOCIATIOR) AND iPl. ALPINE .,• `4 FAX: 407-29991153 CONNECTORS ARE MADE OF 20GA ASTM A617 GRAD GALY. STEEL. ECCCPT AS NOTED. AP LY CONNECTORS TO `R O.••" TOT. LD. 37.0 PSF SEDN 33607 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A•2. IHE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . f A C . 1.25 FROM R H RESPONSIBILITY SOLELY FO0. THC TRUSS COM ONCNI DESIGN SHOWN. THE SUITABILITY AHD USEOF THIS CERTtFICATEOFAUTHORIZATIONV19218 COM ONE T1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '03 SPACING SEE ABOVE JREF 1RY8352_Z02 LLLJUZA - K1V TOP CHORD 2x4 SP #1 Dense :T3, T4 2x4 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP #2: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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. 9-4-0 3 1-4-0 ty 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF'. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 2X4III 3X10= 6X6= 2X4III 1-5-0 0-0-0 19-11-0 10-6-0 1 10-7-0 18-10-0 39-11-0 Over 2 Supports R=1569 U=481 W=8" R=1552 U=481 W=8" T 1-8-11 a-LO - 0 PLT TYP. Wave TPI-95 R Desi q n Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 1875" Ft. YARNING " TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 6 9BRACING. ACFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. YI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UMIE SS OTHERWISE INDICATED. TOP CHORD SHALT HAVE PR OPER IY ATTACHED tlFl •• J(A T C D L 7. 0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL ARELS. BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. t No. 427 4 ROOF TRuss Dms1oN IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RES DNS IB LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1i 1 •1 S 7{ 1 7C BC DL 10.0 PSF DRW SLTUSR352 02336128 SLT-ENG WMR2722SOLTI'H APOPKA BLvO. APOPKA, FL 32703 BUILD THE TRUSSES INCONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING ANDSTATE BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF 90S (NATIONAL DESIGN OF BC LL 0.0 PSF S ECIF1CATIOM UBLISHE0 BY THE AM ER ICAM FOREST AND A ER ASSOCIATION) AND TPI. ALPI ME O R'OPfa407299.1 522 COI'MEC TORS ARE MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EICE T AS NOTED. APPLY CONNECTORS TO t-s.,..••' T 0 T. L D. 3 7. 0 P S F S E 0 N 33614 FAX: 407-299,9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER SPoIVAf`t ° IN U R F A C 1 25, Fit 0 M R HORAWING,j 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A. PROFESSIONAL ENGINEERING + RCSP0 NSIS IL llY SOLELY FOR THE IN USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1RY8352_Z02CERTTFICJATEOFAUTHORQATION179218COMPONENTFORAMYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER Feb 03 3 ANSI/TPI 1-1995 SECTION 2. LLLSULA - K11 Inn unu rMCrAKCu rMurl LunruICM Inrui LLVAV3 a UIriCiVaIV"a7 'UU1-1L11LU of ,noao TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W10 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 15.82 TC From 81 PLF at 15.82 to 81 PLF at 39.92 TC From 54 PLF at 39.92 to 54 PLF at 41.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 39.92 BC From 4 PLF at 39.92 to 4 PLF at 41.46 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 9-4-0 3 120 MPH WIND, 14.32 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. DEFLECTION'MEETS L/360 LIVE AND L/240 TOTAL LOAD. 7X8= 2. 5X4 = 5X6= 3X4- 1-4-0 D F _ 1-5-0 F. y 13-11-8 7-1-0 q ty IRE 20-0-0 _I 19-11-0 _I 14-3-0 -" 6-6-0 19-2-0 39-11-0 Over 4 Supports ' I R=589 U=406 W=8" R=827 U=436 W=7" R=1336 U=682 W=7' R=1020 U=528 W=8" T 41180 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL-BLDG CODE OTY:1 rFL 1 R - Scale=.1875" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M T'' L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 7 0 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7 D'ONOFRIO DR., SUTIC HER MADISDN, TE 57719), FOR SAF C TY PRACTICES RIOR TO tIFI (• T C D L 7.0 PSF DATE 12102102 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CXORD SHALL HAVE PR OPCRLY ATTACHED ;• Y SMYTH LUMBER CO. STRUCTURAL ANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r( i ROOF TRUSS DIVISION ••IMPORTANT•• FURNISH A CO Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IN0.42704 ' BC DL 10.0 PSF DRW SLTUSR352 02336129 PRODUCTS. INC. SHALL NOT BE RCS ONSIB LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF tQ` BC LL 0.0 PSF SLT-ENG /WMR 407- 299.1522 SPECIFICATION PUBLISHED BY THE AM ER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ti TOT . L D. 37.0 P S F S E 0 N 33620 CONMECTORSARCMADEOFTOGAASTMA637GRADGALSTEEL. EICEPT AS NOTED. APPLY CONNECTORS TO FAX 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, OSITION CONNECTORS PER n • r` PROFESSIONAL ENGINEERING DRAWINGS 160 A,I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/pNA'!1 D U R . F A C . 1.2 5 F R 0 M R H RE SFON SIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNO WN. THE SUITABILITY AND USE OF.TH IS CERTIFICATE OFAUTIIORQATION N9218 COMPONENTNSI/TPI 1FOR ANSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 SPACING SEE ABOVE JREf - 1RY8352_Z02 Q22302A - R12) 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 :W3 2x4 SP ##2: Rt Wedge 2x8 SP ##1 Dense: 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 111 5X4= 13-0-0 9-4-0 2X4 (A1) ` A'+ III 2. 5X4 11.4 01 13-11-8 J 11-4-81,1-4-01 4-10-0 7-6-0 14-3-0 8-1-0 22-4-0 Over 3 Supports R=597 U=367 W=8' R=767 U=375 W=7" R=451 U=344 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 R - Scale =.25" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSiITUTUT SO'D'ONOF.9O DR .. SUITE 200. MADI SON, WI 63719). FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TO CHORD SMALL 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. ALP I TIE ENGINEERED PRODUCTS. INC. SMALL NOf BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Rw_ G(IFI ••, G/ % No.42704 ' J T C T C BC L L D L DL 20.0 7.0 10.0 P P PSF S F S F R E F R 3 5 2-- 6 1 9 7 1 DATE 12102102 SMYTH LUMBER CO. ROOF TRUSSDMSION DRW SLTUSR352 02336130 SLT-ENG WMR2722SOUTHAPOPKABLvD. APOPKA, FL 32703 40.7.293E 522 FAX 4- 299.1 22 BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S EC IF ICAi1011 PUBLISHED BY THC AMCR IC AM FOREST AND PAPER ASSOC IAiION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL'. STEEL. EXCEPT A5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS ERSAR` STATE OF ftikQ"f R,Or' BC T 0 T LL L D . 0.0 37.0 PSF P S F S E 0 N 33628 D U R F A C . 1.2 5. FROM R HPROFESSIONALFJ+GINEERING • CERTIFICATE OF AUTHORIZATION 09218 DRAWINGS 160 A-2. THE IEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NSfBILITY SOLELY FOR THE TRUSS COMPONENT OESI GN SHOWN. fHE SUI TAB ILI7Y AND USE OF THIS COMPONENT FORANSECTION PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I Y 4 Feb 03 '03 SPACING 24.0" JREF 1RY8352_ZQ2 LZeJULA - K13) 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 7.42 TC From 81 PLF at 7.42 to 81 PLF at 22.33 TC From 54 PLF at 22.33 to 54 PLF at 23.80 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 22.33 BC From 4 PLF at 22.33 to 4 PLF at 23.80 SEE OWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= 2X4 (A1) = 2. 5X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIIEU BY IHUSS PIFH. 120 MPH WIND, 13.02 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 13-0-0 9-4-0 1— - - 19 13-11-8 _ I Itay ayl 1 14-10-0 7-6-0 14-3-0 8-1-0 22-4-0 Over 3 Supports R=633 U=368 W=8' R=1004 U=582 W=7" R=579 U=346 W=3.5" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1a OTY:1 FL - 1 - R - Scale =.25" Ft. WARN TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M A TC L L 20.0 P S F R E F R 3 5 2-- 6 1 9 7 2 INSTITUTE. 587 D'ONOFRIO DR., SUITE 200. MADISON. WI 50719). FOR SAFETY PRACTICES PRIOR TO •4Q'I,'- PERFORMING THESE FUNCTIONS. UNLESS OIH CRWISE INDICAICD. TOP CHORD INALL NAPE RO CRLY ATTACHED •Qt IFI/ TC D L 7.0 P S F DATE 1 2 / 0 2 / 0 2 S MYTH LUMBER CO. ITR UC iUR AL PANELS. BOTTOM CHORD SX ALL HAVE A PROP CR IY ATTACHED RIGID CEILING. 7 .( ' ROOF TRUSS DIVISION '; IMPORTANT'*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED f NC•4Yi04 BC DL 10.0 PSF DRW SLTUSR352 02335131 PRODUCTS. INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 12722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ^ • j BC LL 0.O PSF SLT-ENG WMRAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 STATE OF / SPECIFICATION PUBLISH EO BY THE AMER (CAN FOREST AND PAPER ASSOCIATION) AND T/1. ALPINE i 407-299-1522 % FAX: 407.2999153 CONNECTORS ARC MADE OF 20GA ASTM'-657 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO A.OR,OT., TOT AD. 37.0 PSF SEON 33631 EACH FACE OF TRUSS. AND UNLESS OTHERWI SC LOCATED ON THIS DESIGN - POSITION CONNECTORS PER L •tiy..` PROFESSIONAL ENGINEERING DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING IND IX.A iCS ACCEPTANCE OF PROFESSIONAL ENGINEERING `A—YNl7f//H E DUR. PAC. 1.25 FROM RH R ESPONI IN IL ITV SOLELY FOR THE TRUSS COXPONENT DCIIGN SHOWN. fME SUITABILITY AND US OF THIS •v CERTIFICATE OF AUTHORIZATION 8921E OMPOREITI FORR AN-1995 = EPARTT ICCT 10.2. R BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER. PER Feb 03 .. SPACING SEE ABOVEJ JREF - 1RY8352_Z02 L443LI4H - K14 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 1 0-6-11 F 2.5X4__, Inia Unu rKPrAKCV rKvn I,vnrVILA tnrUl LLVMUJ o UIrILI-1-01 —.-u. w U - 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 8-0-0 L<1.4.0>J 1_ 9-3-0 1_ 9-8-0 _1 18-11-0 Over 2 Supports R=689 U=202 W=3" R=792 U=288 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:3 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-- 6 1 9 7 3BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSiIfUTE. 583 D'ONOFRIO DR.. SUITE 200, NA.ISON, WI 53119). FOR SAFE TV PRACTICES PRIOR TO TIFI(••••. w PERFORHIIIG THCSI FUNCTIONS. UNLESS OTHERWISE INN CATER, TOP CN0R0 SHALL MAYC PROPERLY ATIACNEO ( „Y.'. C T C D L 7.0 P S F DATE 12102102 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ci ROOF TRUSSDIVLSION ' IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42704 BC DL 10.0 PSF DRW SLTUSR352 02336132 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * I 1 2722 SOLZTET APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND STATE OF B C L L 0.0 P S F S L T - E N G / WM R APOPKA, FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE ROVISIONS OF NITS (NATIONAL DESIGN {( 407-299-1522 SPCCIFTICAORST N PUBLISHED BY THE ANERICAN FOREST AI1T PAPER ASSOCIATION) AND TPI ALPIIIE STATUE TOT. LD. 37.0 PSF SEON 33633CONNECfORSAREMADEOFTOGAASTMAGS] GR AO GAL V, STEEL. EXCEPT AS NOTED. AP PIY CON NCC TORS TO FAx 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~'••••'tJ PROFESSIONAL ENGINEERING DRAWINGS IGO A•Z. THE SEAL ON TH15 OR AWING INDICATES ACCEPTANCE OF ROFESSIONAL ENGINEERING a` • D U R . F A C . 1 .2 5, F R 0 M R H R ESPOMSIb ILITY SOLELY FOR THE TRUSS COMPONCNf DESIGN SHOWN, THE SUITABILITY AHD USE OF THIS CERTTFlGATE OF AUTHORIZATION U921B CRNSI/TPITI FO995NSE PARTICULAR BUILDING IS THC RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '03 SPACING 24.0" JREF - 1RY8352_ZO2 LZ4JULA - K19) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= IK1J UIIU PNtPAKtU FMUM L.UMF'UItM 1NPU1 (LUAU) FS UIMLPIJ1UlYZ11 3UDMIIItU OT IMU33 Mr". 120 MPH WIND, 10.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 8-0-0 2X4 (Al) _ 2X4 (Al) a 14.0 (1-4-mj L 9-8-0 _1_ 9-8-0 _I i -E 19-4-0 Over 2 Supports 11J R=796 U=282 W=8" R=796 U=282 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING•• TRUSSES REOUIRC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO XIB-IL (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTITU TC. SB3 D'ONOFR IO DR., SUITE 200. MAGI SOR, YI 5]119). FOR SAFETY PRACTICES PRIOR TO PERT ORMIN6 TH[SC FUNCTIONS. LOP PR A' y tlFl(•'•. I Yr': 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-- 6 1 9 7 4 DATE 12102102 SMYTH LUMBER CO. U' CSS OIHCLIM' INDICAT[D. CXORO SHALL HAVE OPCRLY AiTAC HCD STRUCTURAL PANELS. A PROPERLY RIGID DRW SLTUSR352 02336133RC70FTRUSSDIVESION BOTTOM CH0RD SHALL HAVE ATTACHED CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED otN0.42704 I BC DL 10.0 PSF PR OOUCTS• INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO k = 1. _ SLT-ENG WMR2722SOITTHAPOPKABLvD. APOPKA., F- 32703 BUILD THE TRUSSES IN CONFORMANCE WIIH T l: OR FABRICATING. HANDLING. SHIPPIMG. INSTALLING AND BRACING OF IRUSSE S. THIS DESIGN CONFORMS WITN AP LICABLE PROVISIONS OF NDS (NATI ORAL DESIGN 7{ STATE OF t BC LL D.D PSF 407 299.1 522 SPECIFICATION UBLI SHED BY THE AMERICAN FOREST AND APER ASSOCIATION) AND TPI. ALPINE TO VVVA .-4 O T 0 T L D 37.0 P S F S EON 33635 FAX 407-299.9153 CONNECTORS ARE MADE OF 20GA AST A653 GRAD GALT. STEEL. ECCEPT AS NOTED. APPLY CONNECTORS EA(H FACE OF iRU55. AND UNLESS OTMERY ISE IOC 4TED ON THIS DESIGN, POSITION CONNECTORS PER R`O vv f'•j••, D U R F A C 1.25 FROM R HDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING FIA ` PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1RY8352_Z02 CERTTFlCjATE OF Aln"ORCEAT10N 09218 OMPONE TlFOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER COMPONENTFeb 03 ,Q SE L44JULA - KID TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4(A1) _ I nIJ unu rnLrAMLv —vrl LVl'l—ILM1 11\rui LLVAUJ 0 vl r—nJIV" JJ . . — I —.1. 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X4= 5X4= 2X4o 2X4 0 6F 1 6 8- 0-0 Sy1n 2X4 ( A1) _ 1. 4-0Ij 11.4-0 1' 4-0 I 9-0-0 _I_ _i_ 9-0-0 _1 19- 4-0 Over 2 Supports R= 796 U=280 W=8" R=796 U=280 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:1 FL - 1 R Scale 3125" Ft. NhRMIHG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND RCFER TO HIB"91 (HAMDL:NG INSTALIING AN0 BRACINGl. UBIISHED BY (TRUSS PLATE M T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 7 5 1TRACING. INSTIfUTE. SB7 D'ONOFRIO DR.. SUITE 200, MA N, WI 57119). FOR SAFETY R ACTICES PRIOR TO"•'•• PERFORMING THCSC FUNCTIONS. UNLESS OTHERWISE INDICATED. 10P CMOAD SHAH HAYC ROPCRLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.t(A IMPORTANT•• FUR ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A ODUCTS, INC. SHALL NOT IIE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP /LICABLC ROVISIONS OF NOS (NAiIONAI DESIGN SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PAP CR ASSOCIATION) AND TPI. AL INE CONNECTORS ARE MADE OF 20GA ASTM A657 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNEC70AS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f NO.42704 STATE OF A c•,, O R10P}`' c` n IVAt T C D L BC DL B C L L T 0 T . L D . 7. 0 10. 0 0 . 37. 0 O P S F PSF P S F P S f DATE 12102102 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX 407-299-9153 DRW SLTUSR352 02336134 S L T - E N G / 4JM R S E 0 N - 33637 DUR. FAC. 1.25, FROM RH PROFESSIONALENGINEERINGDRAWINGS 160 A-C. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A•..,,„ SPACING 24.0" JREF 1RY8352_Z02 CERTIFICATEOFAUTHORVATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ T I 1-1995 SECTION 2 Feb 03 LLL.SULA - K1/) TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 (Al) = IKIJ UMb YKtYAKtU PKUM LUMYUItK IKYUI (LVAUJ 5 UIMCKZoIUMJJ ziUDM111tu DI lKua-, ry M. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG,,LOCATED - ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X4= 6X8= T2 6f S6 8-0-0 7XF= 2.5X4III 3X6 (A1) = Qi-4-o j ( l - 4 - j I_ 7-0-0 _I_ 5-4-0 _1_ 7-0-0 _1 19-4-0 Over 2 Supports R=1460 U=602 W=8" R=1460 U=602 W=8" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE OTY-: 1 R Scale 3125" Ft. WARNING" TRUSSES REQUIRE EXITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 O'ONOFRIO DR.. SUITE 200. MADISON. NI 53119). FOR SAFETY RAC710ES PRIOR TO PERF ORNING THESE FUNCTIONS. UNLESS OTX ERWISC INDICATED. i0P CHORD SHALL HAVE PROPERLY ATTACHED M• R' i/y 7 FL 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 - 6 1 9 7 6 DATE 12102102 SMYTH LUMBER CO. STRUCTURAL ANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 02336135Fi00FTRUSSDIVISICN IMPORTANT•• FURNISH A COPY OF TMIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.42704 • BC DL 10.0 PSF DR ODUCTS. INC. SHALL NOf BE RESPONSIBLE FOR ANY DCYIATION FROM THIS DESIGN: ANY FAILURE TO L S L T- E N G WM R2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND t B C L L D. D P S FAPOPKA, FL 92703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPIICABLC PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ` 407-299.1 522 SP EC fF ICA TI ON PUBLISHED BY THE AM ER ICFOREST AHD PAPER ASSOCIATION) AND TPI. ALPINEAGA f(/'1 P S F S EON 33639 FAX 407-299-9153 CONNECTORS ARE MADE OF ASTM A653 GRAD GALV. STEEL. EXCEPT AI NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q R,Q •• V"'`••`••''t" N` T 0 T L D . 37.0 D U R F A C 1.25 FROM R HDRAWINGSI60A-l. IHC SIAL ON TMIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFEa510NAL ENGINEERING RE SDON SIB ILITY SOLELY FOR THE TRUSS CO"ONCNT OE SI GN SHOWN. THC SUI TABIIITY AND USE OF THIS CERTIFICATE OF AUTNORQATION#9218 NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '(1 SPACING SEE ABOVE JREF 1RY8352_Z02ANSIO"llT1F0995 L44JU4A - 1110 I n13 UMU VKtrAMCU rRUn LUnruitK lnrui (LUAU) & UlnCn31VIX3) 3UDnlIICU DI IMU33 PII'n. 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 TIC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 5X4= 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 6(— 6 9-4-0 2 X 4 III 2 X 4 III 3X4 (Al) = 3X4 (A1) L<1-4-OY 1<1-4-OY 1_ 7-0-0 _I_1-4-0_I_ 7-0-0 _I Le 15-4-0 Over 2 Supports R=1103 U=559 W=8' R=1103 U=559 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 4Q=61d OTY:1 FL 1 R - Scale =.375" Ft. WARNING•• l0.USSC5 REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. AEFEA TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE SBJ D'OIIOFg10 DR., SUITE 200. MADISON, NI 57 /19). FOR SwF CTY PRACTIC CS PRIOR 70 P CRF ORMI NG TXCSE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL RAVE PROPERLY ATTACHED STRUCTURAL PANELS, BDTTOH CXOND SHALL HAVE A PRO ERLY 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 e - pS IFI `''•. w 3 (!- "T•Cit No.4'2704 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-- 6 1 9 7 7 SMYTH LUMBER CO. RooPTRU33DMSION DATE 12102102 DRW SLTUSR352 02336136 S L T - E N G WM R 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407.299.1 522 FALx: 407-299.9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PLIC ABL[ PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION UBLISHED DY THE AMENICAN FOR CST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARC MADE OF 20GA ASTM A65J GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER 71f Q STATE OF L v ..... •''v B C TOT.LD. L L 0.0 37.0 P S F PSF SEON 33611 DUR.FAC. 1.25, FROM RHPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION TF9210 DRAWINGS 160 A•Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A E SP ONSI'BILITY SOLELY FOR THE TRUSS C0MPON ENT 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. Feb 03 'UJ 1 SPACING SEE ABOVEI JREF 1RY8352 Z02 LZIJUZA - KPI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X4= IRIS ONG PRLPARW FHOM LOMPUItH INFUI (LUAU) a UIMLNSIM,) SUDM11ItU UT AMU » Mr M. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1. 4.O>J L<1 .4.0>J IL 7-2-0 _I_ 7-2-0 _I 14-4-0 Over 2 Supports R=1066 U=550 W=8" R=1066 U=550 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:1 FL 1 R - Scale =.375" Ft. YARNING•• TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. HES O'ONOFRIO OR., SUIT' 200, NADIION, YI 5J719). FOR SAFETY PRACTICES PRIOR TO PERFORMING TXE SE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED M. wptIFICi,4•'• P3'tV`v Q. 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-- 6 1 9 7 8 S MYTH LUMBER CO. DATE 12102102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYC A ?IOP[RLI ATTACHED RIGID CEILING. R00FTRUSSDEVESION IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ND"a2704 BC DL 10.0 PSF DRW SLTUSR352 02336137 2722 SOUTH APOPKA BLvD. AODUCTS, INC. 5HALL 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 I* APOPKA,FL 32703 DR ACING OF TRUSSES. THIS DESIGN CONE OR MS YIIH APPLICABLE ROYISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 PSF SLT-ENG WMR, 40407.29 S ECIF ICA TION PUBLISHED BY THE AM ER ICAN FONCST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF t." TOT L D 37.0 P S F S E N 33641 FAx 407.299915391 CONNECTORS ARE MADE OF 20GA ASTM A65J GRAD GALV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO O EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER R1O '• sroNatE DUR.FAC. 1.25 FROM RHPROFESSIONALENGINEERING DRAWINGS 160 A"2. THESEAL OX THIS ORAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THETRUSS COMPONENT DESIGN SHOWN. THE SUI TAB IIITY AND USE OF THIS CERTIFr, ATE OF AUTHORCEATION #92 18 COMPONENT T1 FOR ANY SCPARTIPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 _ SPACING SEE ABOVEJ JREF 1RY8352_Z02 L463U4A - M1 IT1l. UNU FKtrAKtU tKUPI LumrultK INrUI (LUAV:) & Ulrlt HJ1UKJ) JUDPIII ItU dT IKU» r1YK. TOP CHORD 2x4 SP #2 BOT CHORD.2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. L< 1-10.10 -1E 9-11-9 _ I 9-10-1 Over 3 Supports R=401 U=318 W=11.314" 1 R6237 U=278 3-9-15 0 R=312 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:7 FL 1 R Scale 375" Ft. WARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB,91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTITUTC. SBO D'ONOFRIO DR., SUITE 2D0 MADISON, NI 5J719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLCIS OTHERWISE INDICATED. TOP CXORD SHALL HAVE PR OPCRLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PR IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THG. IS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANOLENG. SHI PININSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLIE M ADESHEDBYTHEAMERICANFO0ESIANDPAPERASSOCIATION) AND TPI. ALPINE N EACH EFACE SOFRTRUSS. AND 1UNLESS GA TOTHERWISEALOCATED ONETHIS EDESIGN. POSITION CONNECTORSHPERORS TO M. IFIT I NO" 4Y% D4 s S STATE OF ; t Q` 1 T C L L T C D L 8C DL B C L L TOT. LD. 20. 0 7. 0 10. 0 0. 37.0 P S F P S F PSF 0 P S F PSF R E F R 3 5 2-- 6 1 9 7 9 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407.299 1522CO FA)c 407- 2999153 DATE 12102102 DRW SLTUSR352 02336138 S L T- E N G W M R SEON DUR . f AC . 1. 25• FROM L313643 R" PROFESSIONAL ENGINEERINGDRAWINGS160A- E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS VOR OPf CEFMFIC- ATE OF AUTHORIZATION 09210 COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSE U Feb03 SPACING SEE ABOVE JREf 1RY8352_Z02 LCLJULA - C1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4-0-11E 7-0-12 _ I cc7-0-0Over 3 Supports- R= 363 U=251 W=8" in IJ unu rnCrAn LV rnuri l,vmru 9CM inrui µunuJ u U—IC"JI 1 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC: BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 R 1063 U=180 3- 10-3 R= 703 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:16 FL 1 R Scale 375" Ft. YARNING•• ( S TRUSSES RCOUIREXTREME CART IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M. T C L L 20.0 P S F R E F R 3 5 2-- 6 1 9 8 0 I XSTITU TI, 5B] O'OHOFRIO OR .. SUTTC 200. NADI50N, YI 53719). FOR SAFETT PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT HERYISC INDICATED, TO CHORD SMALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEIIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH TP1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMCR ICAN FOREST AXO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF TOGA ASTM A653 GRAD GALY. STEEL. EiCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER•• w IFI C, q,• fV E No. 42% Q4 ; L j STATE OF A l A ` f `a T C D L BC DL B C L L T 0 T . L D . 7.0 10. 0 0. 0 37. 0 P S F PSF P S F P S F DATE 12102102 S MYTH LUMBER CO. ROOFTRussDmsloN 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407.299-1 522 FA7C 407-299. 9153 DRW SLTUSR352 02336139 S L T - E N G / WM R S E 0 N - 33659 D U R . F A C . 1.25 FROM S D Y PROFESSIONAL ENGINE -EKINGDRAWINGS160A, 2. THESEAL OH THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRI\ RESPONSIBILITY SOLELY FOq THE Tq USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS N` E SPACING 24. 0 J R E F 1 R Y 8 3 5 2_Z 0 2 CERTIFICATE OF AUTTIORrzATION 09218TIFORANSCCTRTICULARBUILDING15THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER COMPONENT F e b 03 464Jl1LH - L11 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 inia unu rn[rnncu rnvr —lrUi— 120 MPH WIND, 9.57 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-If (L--U 180 Alh 9-4-0 FR= U=180 1<1-4-0 1-0-12 1-0-0 Over 3 Supports r R=247 U=280 W=8' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:14 FL 1 R Scale 375" Ft. WARNING'- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND B RACIMG. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). UBIISHCD BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR.. SU 17E 200. MADISOM, YI 53719). FOR SAFETY PR ACTIC CS PRIOR TO PERFORMING THESE FUNCTIONS. UNlE55 OTHERWISE INDICATED. TOP CHORD SHALL HAYC PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISHTA COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL 110 BC 0.CSPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 7P1: OR FABRICATING. HANDLING. SHIPPING. INS IALIING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUNLISHCD BY THC AMERICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE CO"'( CTORS ARE NAOE OF ZOGA AS TN A653 6gA0 GALY. STEEL. C[CF f 4S NOTED. APPLY CONNECTORS TO EACH FACE OF TRUIS. AND UNLESS OTHFRYI SE LOCATED ON THIS DESIGR. POST iI ON CONNECTORS PER M V` "' t IFI ••• t No.42704 7C 7f i 7 STATE OF ta' s ` L=• OR, O`•v T C T C BC Bl. TOT. LD. L L D L DL LL 2 0.0 7. 0 10. 0 0. 0 37. 0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 6 1 9 8 1 S MYTH LUMBER CO. ROOF TRUSSDIv1510N 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407. 299-1 522 FAx 407.2999153 DATE 12102102 DRW SLTUSR352 02336140 SLT- ENG /WMR SEON 33648 DUR FAC . 1.25. FROM RH PROFESSIONALENGINEERINGORAWINGS 160 A- Z.THC SEAL ON IRIS DRAWING INOICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING R EIPONIM ILITY SOLELY FOR THE TRUSS COMPONENT OESI GN SHOWN. TH[ SUITABILITY AN USE OF THIS qNv..• IyNA SPACING 24.0" JREF 1RY8352_ZO2 CERTIFICATEOFAUTHORZLTIONO19218COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/ TPI 1-1995 SECTION Z. F e b 03 LLLJVCA - L4 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T10 4 R-47 U=180 1-10-3 9 R=03 U=180 L<1.4-0>I3-0-12 1 3.0-0 Over 3 S2219 R= 234 U=198 W=8" IhIJ UNU F'KtFAKtU I-KUM LUMYUItK INFVI (LUAU) h UIMtNbIUNJ) ZUDMIIILU OT IMuDJ nrn. 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:13 FL 1 R Scale 375" Ft. YARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND RRACIMG. REFER TO NIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'Ot10FRI0 00.., SUITE 200. MADI SON, YI 53719). FOR SAFETY PRACTICES IR TOR TO PERFORMING THESE FUNCTIOX S. UNLESS OTHERWISE INDICATED. TO' CHORD SHALL NAPE PR OPCR LY AT TAC NCD M• p tIFI('• TIC T C L L D L 20. 0 7. 0 P S F P S F R E F R 3 5 2-- 6 1 9 8 2 DATE 12102102 SMYTH LUMBER CO. STR UCTUR AI PAN[L S. BOTTOM CHOND $NAIL HAVE A IR OPERLY ATTACH CD RIGID CCII IMG. F F No. DRW SLTUSR352 02336141 ROOFTNussDmslonIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No.42704 BC DL 10.0 PSF 2722 SOUTH APOFKA Bwo. PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i 1 7 BRACING OF TRUSSES. THIS DESIGN CORFORMI WIIN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF B C L L 0.0 P S F S L T - E N G WM R APOPKA, FL 32703 407. 299.1 522 SPECIFICATION UBLISHED BY THE AM ERICAN FOREST AMD PAPER ASSOCIATION) AND T 1. AL INE CO"" EC TORS ARC MADE OF 20GA ASTM A653 GR40 DALY. STEEL. EIC EPI AS NOTED APTLY CoMNEC TORS TO tQ• 4. f ORAO,,- R T 0 T L D 37.0 P S F S E O N 33650 FAX 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS ER//Ty/• 11•+••• DRAWINGS160A,E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINF RING R E SIGN SIB IL I I SOLELY FOR THE TRUSS COMPONENT DESIGN SNOW N. THC SUITABILITY AND US[ OF THIS D U R F AC . 1.25 FROM R H CERTIFICATE OF AirmORRA7TON 49218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI) TPI 1-1995 SECTION 2. Feb 03 'U SPACING 24.0" JREF 1RY8352_ZO2 t4eJUeA - Ls) I MI3 UNU YHtYAHtU PMUM LUPIYUItK INYUI LLUAU3 & UIMLN31UI13) 3UOPII IICU DI IKU33 rlrn TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1.4.01.5-0-12 5-0-0 Over 3 Supports R=295 U=219 W=8' 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE TY:13 FL 1 R Scale 375" Ft. WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING). PUBIISHEO BY TPI (TRUSS PLATE I NST IIUfE. SB7 D'ONOFRIO DR., SUITE 200. MAD ISON, VI S7119). FOR SAFETY PR AC IICES PRIOR TO P ERF TUT TH CSC FUNCTIONS. UNLESS OTHCRY ISINO IC A IED. fOP CHO0.0 SHALL NAVE PROPER IY AT TACHEO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS OESIGN TO THC INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIB LC FOR ANY DEYI ATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OE SI GN SPECIFICATION UBLI SHED BY THE AMERICAM FOR CST AHD PA[R ASSOCIATION) AND T/I. ALPINE CONNECTORS ARE NAOE OF ;OGA ASTM A657 GRAD GALY. STFEI. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, OSI T ION CONNECTORS PER tlF1'•. r(A i N.4Z%4 I =y 7 7 i STATE OF l J O R,Otr ti•`•..,,...•' s•A/Na T C T C BC pBC TOT. L L D L DL LL LD. 2 0.0 7.0 10.0 0. 37.0 P S F P S F PSF D PSF PSF R E F R 3 5 2-- 6 1 9 8 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 272250LFTHAPOFKABLvD. APOPKA, FL 32703 407-299.1522 FAx: 407.29E-91 53 DATE 12102102 DRW SLTUSR352 02336142 SLT-ENG /WMR SEON - 33652 DUR FAC . 1.25. FROM SDYPROFESSIONALENGINEERING DRAWINGS 160 A, I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R CSPONS P.ILI TY SOLELY FOR THC TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF 1RY8352_Z02CERTIFIGITEOFAUTNORIZATON$t9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI)TPI 1.1995 SECTION 2. Feb 03 '03 Q22302A - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 2X4 (Al) I<--3-0-12-->j 3.0.0 Over 3 Supports R=123 U=200 W=8" 1Tki0-4 70 1100-3 - 1 R=09 U=200 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD OTY:1 1 R Scale 375"'Ft. NARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE INSTITUTE. 5B0 0'O NOFRIO DA.. SUITE 200. MADISON. YI 53719). FOR SAFELY PRACTICES PRION TO PECR FORMING THESE FUXCTIONS. UNLESS DIMERY MA INDICATED. LOP CHORD SHALL HA YE PROPERLY ATTACHED M. t IFI •' F•L T C T C L L D L 2 0.0 7.0 P S F P S F R E F R 3 5 2-- 6 1 9 8 4 DATE 12102102 S MYTH LUMBER CO. SfAU[TUR AL PANELS. BOTTOM CHORD SHALL HAY. A PROPERLY ATTACHED RIGID CIILIN6. 3?(A p DRW SLTUSR352 02336143ROOFTRUSSDMSIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO.ai%oa BC DL 10.0 PSF 2722 SOLJT'H APOPKA BLVD. PRODUCTS. INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT-ENG WMR BUILD THE TRUSSES IN COMF0RMA NCC VI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS YI1H AP LICABLE PROVISIONS OF NDS DESIGN f 7{ BC LL 0.0 PSFAPOPKA. FL- 32703 NATIONAL SPECIE ICATIOM PUBLISHED BY THC AMCR ICAN FOREST AND PAPER ASSOCIATION) i I. AL INE Q, STATE OF rQ` jJ. I S E 0 N 33654 407-299-1 522 I AS N DIEAND ORS f0A653ALOCATEDSOFR V `O V TOT. L D. 37.0 P S FFAX407.299.9159 EACHCONK FACE TRUSS. AND2UNLESSiOTHERWISE. ONE THISEL.CDESIGN. POSITICEIONCONNECTORSR`OP _ D U R F AC 1.25 FROM R HDRANINGS160A".THE SEAL ON THIS DRAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIVG f.PlA11C/` PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COM O NENI DESIGN SHO WA, THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION a9218 COMPONENT FOR ANY ARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb0 3 ANS17TPI 1-1995 SECTION 2. SPACING 24.0" JREF 1RY8352_ZO2 LLL,7VLN - L 3 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 !4 R121 U=180 2-10-3 0 R=53 U=180 2X4(A1) 5-0-12 5-0-0 Over 3 Supports R=196 U=180 W=8" In I UMU rnCr CU nUr, w-r II " II—I LwnUJ 0 Uu-¢noa Unol — „. . 120 MPH WIND, 10.93 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 375" Ft. YARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BR ACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0.0 P S F R E F R 3 5 2-- 6 1 9 8 5 INSTITUTE. SB7 O'ONOFRIO DR .. SUITE 200, MADISON, WI $3719), FOR SAFETY PRACTICES PRIOR TO ERE ORMING THESE FUNCTIONS. UNIX SS OTHERWISE INDICATED. TO CNORD SHALL HAYC PROPERLY ATTACHED STRUCTURAL PANEIS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC14 R16ID CEILING. IMPORTANT'• FURNISH A CO Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BC RES OWS TILE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO pt IFI ••. / S fV ; NO" 42704 T C BC D L DL 7. 0 10. 0 P S F PSF DATE 12102102 S MYTH LUMBER CO. ROOF TRUSS DEv1SION DRW SLTUSR352 02336144 SLT- ENG /WMR 2722SOUTHAPOPKABLvo. APOFKA, FL 32703 407- 2991522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITX T I: OR F4BR ICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OES16N CONFORMS WITH APPLICABLE PROYISIONS OF MDS (NATIONAL DESIGN SPECIE IC4TI0 UBLISHED BY THE AMER ICAN FOREST AND A ER•ASSOCIAT ION) AND TPI. ALPINE toxxccroRs ARE HADC OF 2oGA AETM A6s7 GRAD GALY, STEEL. CXCE T As NOTED. APPLY CONNECTORS To EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER J STATE OF Q` P rA+'•OR10.• t1 SNpNNM D BC TOT. LL LD. 0. 0 37. 0 PSF PSF SEON 33657 D U R A C . 1 . 2 RH PROFESSIONALENGINEF-RING • DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSW LITY SOLELY FOR THC TRUSS COMPO NI NT DESIGN SHOWN. THESUITABILITY ANO USE OF THIS Y {• SPACING 24.0" JREF 1RY8352_ZO2 CERTIFICATE CFAMORRATION#921BOM CONONENTFORANYPARTICULARBUILDINGISTHERESONSIBILITYOFTHEBUILDINGDESIGNER, PER 4NSI( TPI 1-1995 SECTION 2. Feb 03 03 LLL.fULA - VI) IH15 UYG PHEVAHLU FKUM LUMPUILH INPUI R UAUb 5 UIMtNbIUNb) SUUMIIULJ UT IKUSb MtK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 9-10-3 2 X 4 III 2 X 4 III 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL 1 R Scale 375" Ft. YARNING`• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND A T C L L 20.0 P S F F 5 7 8 0 1BRACING. REFER TO HIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B7 D'ONOFRIO DR., SUITE 200. MAOTSOY, YI 57119), FON SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERYI SE INDICATED. i0P ZIFI,. T C D L 7.0 P S F R E R 3 2-- 2 DATE 0 2 0 3 0 3SLUMBERCO. CHORD SHAH HAYE 00 PENLY ATTACHED V MYTH ROOF STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No. 42704 BC DL 10.0 PSF DRW SLTUSR352 03034325TRUSSDIVISIONPRODUCTS• INC. SHALL NOT BC RCSPORSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA Own. APOPKk FL 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 STATE OF ` pU C L L 0.0 P S F S L T - E N G / WM R32703 407.299-1 522 SPECIFICATION PUBLISHED BY THE AMCR(CAN FOREST AND PAPER ASSOCIATION) AND TPI. AL INC w.' J64 FAX 407.299.9153 CONNECTORS ARC MADE OF 20GA AS TM A657 GRAD GALY, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS 0ES 160. POSITION CONNECTORS PER y•..AlO '{ TOT. LID. 37.0 PSF SEON 39894 D U R F A C 1.25 FROM S D YDRAWINGS160A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIORAL ENGINEERING PROFTSSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CEFMFICjATE OFAUTHORIZATON#9218 COMPONENT FORANBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 03 '03 ANSI/ TPI l SCPARTICULAR SPACING 24.0" JREF 1RY8352_Z02 LLLJULA - VL) IM13 UNU rKErnKEu rMVM L.UMKUIEN Xnrul LLVAUa 0 VIr1En31V11a1 3U019111EV Of lnuaa nrn. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 10-10-3 2 X 4 III 4-8-0 Over Continuous Su ort R=74 PLF U=39 PLF W=4-8-0 120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R Scale 375" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHI PING. INSTALLING AND BRACING. T C L L 20.0 P S F R E F R 3 5 2-- 7 8 2 0 2REFERTOHIB-91 (HANOLIIIG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB7 D'OMOFRIO DR.. SUITE 200, MADISON. YI 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 0 ERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ZIFIC,q% I V T C D L 7.0 P S F DATE 0 2 / 0 3 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEl LING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f IJ0.42704 : BC DL 10.0 PSF DRW SLTUSR352 03034326ROOFTRUSSDIVISIONPRODUCTS. INC. SMALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 71 SLT-ENG 4JMR2722SOUTHAPOPKABLVD. FL BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AN0 BRACING OF TRUSSES. THIS DESIGN CONFORMS VI TN APPLICABLE ROVISIONS OF NDS (NATIONAL DESIGN 1 STATE OF BC LL 0.0 PSFAPOPKA. 32703 407-2991522 S EC IF IC AIION PUBLISHED BY THE AM ER IC AN FOREST AND PAPER AsSOC IAf 10H) AND TPI. ALP INC TO fh ORVD tR V TOT. LD. 37.0 PSF SEON 52191 FAX: 407-2999153 CONNECTORS AREMADE OF 20GA ASTM A657 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER RY'A'•" V DUR FAC 1.25. FROM SDYORAYIXGS160A-2. THE SEAL ON THIS DRAPING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING PP_ PROFESSIONAL ENOINEEFUNEi R E SPOH SITIILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THC SUIIAB IL It Y AND USE OF iHIS SPACING 24.0" JREF 1RY8352_Z02CERTIFICATEOFAUTHORIZATIONA9218PARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PERCOMPONENTFORANY- 1995 Feb 03 'U ANSI/TPI E Z4eJVZA - VJ) IH15 DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBM111EU BY IRUSS MFM. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F-- 2 X 4 III 2X4(01) 11-10-3 2 X 4 III 2-8-0 Over Continuous Support R=74 PLF U=68 PLF W=2-8-0 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT Il, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE FL 1 R Scale 375" Ft. WARNING•• TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO XIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (,TRUSS PLATE i NSTI TUTE. SB3 O'ONOFR IO OR .. SUITE 200. MADI SO N, YI S]119). FOR SAFETY /q ACTICES IRIOA TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO. TOP CHORD SHAH MAVE ROP[R Y ATTACHED M IFI„"( r T C T C L L O L 20.0 7.0 P S F P S F R E F R 3 5 2-- 7 8 2 0 3 DATE 0 2 / 0 3 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL MALE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSR352 03034327ROOFTRUSSDIVISION 1MPORTANT•• FURNISH A COPY OF THIS DESIGN f0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSFPflODUCTS. fIf SHALL NOT BE RES ONSIB LE FOR AIIY DEYIA TION FROM THIS DESIGN: ANY FAILURE TO SLT-ENG WMR 2722 SOUTH APOPKA 8LvD. 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 NDS (NATIONAL DESIGN STATE OF 1 BC LL 0.0 PSF 407.299.1 522 SPCCIF IC ATIO11 PUBLISHED BY THE AMCR IC AN FOREST AIID PAPER ASSOCIATION) AND TPI. ALIT RE CORNCCTORS ARE MADE OF 20GA AITM AG53 GRAD GALV. STEEL, CICEPT AS NOTED. APPLY COXHICIOIS TO R t`lv" 4T. / TOT. LD. 37.0 PSF SEON 52194 FAX407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 4,yOR••fR DUR. FAC. 1.25 FROM DRAWINGS160A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SPoNat PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THC SUITABILITY AND USE OF THIS JDY CERTLFirATE OF AUTHORIZATION #92 18 FOR ANPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 03 ' COMPON 1NTSESPACING24.0" JREF - 1RY8352_Z02 ASCE 7-98. 120 MPH WIND SPEED, 80' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C' 1-,- 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE 2) 2X4 "L" BRACE •• 1) 2X6 _L" BRACE • 2) ZX6 "L' BRACE •• GROUP A GROUP B GROUP A GROUP-B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B U S P F 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2' 8' 4" 8' 6" 10' 11" 11' 3" 13, 1" 13' 5" 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4"' 8' 4" 10, 0" 10' 0" 13' 1" 13, 1" z H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" w STANDARD 3' 3" - 4' 2" 4' 2" 5' 6" . 5' 6" 7' 5" 7' 5" 8' 7" 8' 7` 11, 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11.. 10' 11" ll' 10" 13' 1" 14' 0" P 2- 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" d ' y3 3' 6" 5' 0" 5' 0" 6' 7` 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" IT 1" 13' 9" C\2 D F L STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" IT 1' IT 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9` 11' 11" 11' 11" 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0` S P F 3 3' 10" 6' 0" 6' 0" 7' 11 7' 11" 9' 6" 9 6 12' 3" 12' 3" 14' 0" 1 14' 0" H F STUD 3' 10" 5' 11` 5' 11 7' 10` 7' 10" 9' 6" 9 6 12' 3" 12' 3" 14' 0" 14' 0" STANDARD 3' 10" 5' 1" 5' I" 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" IT 6" 13' 6" 14' 0" 14' 0' 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 CD y3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1". 9' B' 10' 0' 12' 6" 12' 7•' 14' 0' 14' 0` I D F L STUD 4' 0" 6- 1" 6' 1" 8' 0" 8' 0" 9' 6' 10' 0" 12' 5" 12' 5" 14' 0" 14' 0` STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11' 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" Q, l 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" l3 10" 14' 0" 14' 0" 14' 0" U S P F 3 - 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10 6" 10' 6" 13 10 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' il" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" STANDARD 4' 2' 5' 11" 5' ll" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0` 14' 0" X 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" Ti4 13 10 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5" 8' O` 8' 9" 9' 6' 10' 6" 11' 4` 13' 10" 14' 0' 14' 0" 14' 0" K3 4' 5' 7- 1` 7' 1" 8' 9" 9' 3" 10' 6" I1' 0" 13' 10" 14' 0" 14' 0" 14' 0" r 1 D F L STUD 4' 5" 7' 0" 7' 0" 8- 9" 9- 3" 10' 6' 1 11' 0" 13' 10 14' 0" 14' 0" 14' 0" STANDARD 4' 4' 1 6' 1" 6' 1` 8' 0" 8- 0" 10- 6" 1 10' 9" 12 5" 12' 5- 14' 0" 1 14. 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT DIAGONAL BRACE FOR 870/ AT EACH END. MAX YEB TOTAL LENGTH IS 14'. VERTICAL LENGTH SHOWN IN TABLE ABOVE. CONNECT DIACONAL AT MIDPOINT OF VERTICAL WEB. SYML ((` ABOUT, G 2X4 # 2N OR BETTER BRACE tt 2X4 SP OR DF-L J2, r ORBETTERDIAGONALBRACE. SINGLE OR 18" t DOUBLE CUT L 1 + AS SHOWN) AT. UPPER END. 07,77 oNnxuous e REFER TO -CHART ABOVE FOR BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE- PINE-FDt HEY -FIR 1 2 STA 02 STUD 13STUDf3STANDARDDOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: REM - FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 I 2 GABLE TRUSS DETAIL. NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PIF OVER CONTINUOUS BEARING (5 PSF TIC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0' OVERHANG, OR 12' PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. FOR ( 1) 'L' BRACE: SPACE NABS AT 2' 0 C. IN 1E' END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) 'L' BRACES: SPACE NADS AT 3' O.C. IN IB' END ZONES AND 8" 0 C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" . 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 8' 2X4 GREATER THAN 11' 6" 2.5X4 II + REFER TO COMMON TRUSS DESIGN FOR II IIILPEAK. SPLICE. AND HEEL PLATES. V THIS DRAWING REPLACES DRAWING A10030E INSTALLIINGAND • TRUSSES EXTREMEBRACING. REERTOHIB911RHANDLINGFABRICATING, INSTALLING NANDBRACING), PUBLISHED REF ASCE7-98—GABI2030 FOR BY TPI ( TRUSSPLATEINSTITUTE, ORM D' THESE SAFETY PRACTICES PRIORTOPERFORMINGTHESEFUNCTIONS. uNLE$S OTHERWISE INDICATED, UN SUITE 200, MADUNLESS OTHERWISE W E INDICATED, TOP CHORD NO. 42704 DATE 09/10/O1 S MYTH LUMBER CO. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. D RNG Al 2 030 ECO9 01 ROOF TRUSS DIVISIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG 2722 SOUTH APOPKABLVD. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, STATE OF APOPKA. FL 32703 INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE i 407.289• I522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20W TED. APPLY CONNECTORS ASTM AAND. ASOTHFPERACEOF iOj•./ P,• j(. TOT. LD. 60 PSF FA)c: 407.299-8153 TRUSSUNLESS OTHERWISELOCATEDONXCEPT S E DESIGN, POSITION CONNECTORS DRAWINGS 160THEO _R' 1 • h/// •• Cv`\ A-Z. SEALON THISBRAVINGINDICATESACCEPTANCEOFPROFESSIONALENINGLITYIOFRESPONSITYFORTHESSHOWN. THE: FSSZON AL E CERTIFICATE O'FDAUiI ORDESIGN GUnON1NGM921SUIOTABIANOUSETHISSCOMPONENTFORANYELYPRTICULARTBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/TPI 1-1995 SECTION 2. N,,••;)!S•'__ MAX. SPACING 24.0" GABLE DETAIL SYM. n FOR LET -IN VERTICALSABOUT T' / v RIGID SHEATHING T' REINFORCINGMEMBER I — CABLE TRUSS ll GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVER LAP• LESS THAN 4' 0- IX4 OR 2X3 2X8 GREATER THAN 4' 0'. BUT LESS THAN 11' 6' 2X4 2X8 GREATER THAN 11' 6' 2.5X4 2.5X8 O REFER TO ENGINEERED TRUSS DESIGN FOR PEAK. SPLICE. WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP. USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2L*2X4 2X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH _T' REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4- O.C. PLUS (4) l6d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131' X 3". TOENAILS AT 4" 0 C PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 CABLE DETAIL DRAWINGS ' A11015EN0699, A10015ENO699, A09015EN0699. A08015EN0899. A07015EN0699 A11030EN0699, A1003OENO699, A09030ENO699, A08030ENO899. A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015ECO901. A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A1303OECO901, A1203OECO901, A11030ECO901. A10030ECO901. A08530ECO901 SBCCI CABLE DETAIL DRAWINGS SIID15EN0699, S10015EN0699. S09015EN0699, S08015ENO699, S07015EN0699 S11030EN0699, S10030ENO699. SO9030ENO699. S08030EN0699. S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. Na 'T' REINFORCING MEMBER 2x4 IT - REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM 'L' TO i" REINFORCING MEMBERS. MULTIPLY `T' FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, CROUP A. OBTAINED FROM THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE 'T" REINFORCED CABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. B LENGTH INCREASE W/ "T" BR WIND SPEED AND MRH F' 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, l0 7. 2x6 30 7. 1 50 7. 100 MPH 30 FT 2X4 10 7 10 % 2x6 40 7, 40 7• 90 MPH 15 FT 2X4 20 % 10 7• 2x6 20 7, 40 7• 90 MPH 30 FT 2x4 10 % 10 7 2x6 30 7• 50 7. 80 MPH 15 FT 2x4 10 7, 20 7, 2x6 10 7. 30 7• 80 MPH 30 FT 2x4 20 7 10 % 2x6 20 7, 40 7, 70 MPH 15 FT 2X4 0 % 20 7, 2x6 0 7, 20 7 70 MPH 30 FT I 2x4 10 7. 20 % 2x6 1 10 7• ' 30 % EXAMPLE: ASCE WIND SPEED a 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24" O.C.•.SP 13 I" REINFORCING MEMBER SIZE - 2X4 T' BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH - 6' 7- MAXIMUM 'T- REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7' - 7' 3" R ^'BPLACES DRAWINGS GAB98117 876.719 d( HC26294035 VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED i IFIC yam REF LET -IN VERT 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 a V r`- V (C•, DATE 10/24/01 S MYTH LUMBER Co. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 2 DRWG GBLLETIN1001ROOFTRUSSDIVISIONENGINEEREDTPRODUCTS, INCFURNISH .CSHALLNOTIBEDRESPO SIBLEEFOR ANLY DEVIATION FROMOTHISLPINE y .• AtO 427047 IV ENG DLJ/KAR2722SOUTHAPOPMABLvo. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH yRAPOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299-1522 AMERASTMSCANA653 GR40T ANDGALV.PAPERSTEEL ASSOCIATION)ANDNOTEDTPI. APPLYNECONEORCONNECTORS0OF OGA ACESTATE OF TOT. LD. 60 PSF FAx407.299-9153 E CH OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A•' R. FAC. ANY PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE j ( P`: OOOA}( SPACING .24.0 CERTIFICATE Or AUTHORIZATION R9218•SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i /['••, R1 (` 1-'••••••' I , VALLEY TRUSS DETAIL TOP CHORD 2X4 SP y2 OR SPF y1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% BOT CHORD 2X3(•) OR 2X4 SP y2N OR SPF yl/y2 OR - BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP #3 OR BETTER. WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).. EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 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 120 MPH WIND, ASCE 7-98, CAT U, EXP. B, ENCLOSED'BLDG., BY VALLEY TRUSSES 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX. W2X4 V2X4 1Y2X4 8-0-0 MAX -I 12 Y4x12MA.X.I— W1X3 WIX3 WI 16-0-0 12 12MAX.F Y4X4 WIX3 WIX3 1YLX3 1Y5X4/SPL 6-0-0 1Y1X3 SPACING) 1Y2X4 WIX3 6-0-0 X SPACING) W2X4rIVIX3 LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E-NAI W2X4 W4X4 OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) AT 2 OC PLAN1\II)pllulullilul wSUPPORTINGTRUSSESAT24" OC MAXIMUM SPACING. a`` a Q M q// THIS DRAWING REPLACES DRAWING A1o5 YARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). 'PUBLISHED. TPI i 4 %n`••, G TC LL 30 30 40 PSF REF VALLEY DETAIL BY (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR to -PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. C' •• C DL 20 15 7 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALSSMYTH 'LUMBER CO. 1 AIMPORT ROPER Y ATTACHECOPYRIGID CEILINGNDESIGN No. 42704 . * THIS TO THE INSTALLATION CONTRACTOR. ALPIIROOFTRUSSDIVISIONENGINEEREDPRODUCTS. INC. SHALL NOT BE RESP13NSIBLE FOR ANY DEVIATION FROM THIS = RC DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/KAR2722SOUTHAPOKA13Lvo. DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA. FL 32703 APPLICABLE PROVISIONS i STATE OF LL D O 0 PSF 55OFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA, O ACE LD• 60 57 PSF407-299-1522 OF• FAx 407.299-9153 TRUSSTH AAND. 653 UNLESS LOTHERWISEEL ELOCATEDSON THISS DESIGN, POSITION D. APPLY RCONNECTORSSTOEAC FPER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE pF PROFESSIONAL 1 ,• f' A (// iO•••• O r'••• 0 R 1 TOT. DURYAC.1.25/1.33PROFESSIONALENGINEERING •ENGINEERING.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOVN. THE SUITABILITYTHIS MDESGNER, PONENTOPERNANSI//TPI U1--1993LAR USECTIONILDING I C` : v( - N`(.+ \ 1. 15 1.15 SPACING 24" CERnFICAT[or AUTHOaIunOH a921B TYDOFS THE BUILDING 2.T O•• I1/ 1111I11111111111 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 L,VMA'IVIN ITCVJJL,J Rl 4'F Vl, • 3) 16d BOX NAILS, 3) 16d BOX 2) 1.d BOX NAILS, TOE -NAILED THRU TOE -NAILED 2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS( A) J(D) 3) 16d BOX NAILS D)( A) RATED SHEATHING B) 3) 16d BOX GIRDER NAILS, To 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 V105-CONV WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ByTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR10 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•-IFICq•• C LL 3U PDL 20 30 15 40 PSF 7PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. G ••'. BC 10 10 10 PSF DRWG VALCONVF0699 ROOP 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 VL 27225oun(APOPMABLvo. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS..WITH N 42704 FyC o o OPSF ENG MLH/KAR APOPMA, FL 32703 407.299.1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA TOT.=LD. 60 57 PSF55 I FAX: 407.299-9153 ' AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OT14ERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF C.1.25/1.33 1.151 15PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BULL DING IS THE O '. A ',•. CING SEE ABOVECERTIFICATEOFAUTHORIZATIONN821RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i O •, ls, OPTi TOP CHORD 2X4 N2 OR BETTER BOT CHORD 2X4 y2 OR BETTER WEBS 2X4 y3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOW CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1 5X3 PLATE. ATTACH PURLINS TO TOP OF FIAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,*) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. EITHER PLATE i LOCATION IS ACCEPTABLE 1 2' TVP MAX ^SIZE OF 2X12 SPANS UP TO JOINT TYPE 30' 34' 38' 52' A 2X4 2 5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0120" 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. ATTACH TRULOX PLATES WITH (8) 0120" 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. ACH WITH I6d NAILS AT 4" OPTIONAL B MEMBER. ATT SPLI'C'E B C j' I jI D B B C D-SPLICE B C B C 1 C C-TYP let 8 C C C 7 ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. 11' iAi I'M kl/MPAunnrr_ DCDI ercc 110ATWIM1c —A — 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, 593 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 N/ SIFIC'• . q '• MAX LOADING 55 PSF AT REF PIGGYBACK DATE 06 25 99 SMYTH LUMBER CO. AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. e v 1.33 DUR. FAG. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG PIGBACKB0699ROOFTRUSSDIVIS)ON 2722 SOUTH APOPKA BLvo. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS, DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING TRUSSES. N O.4 2 704 50 PSF AT ENG D LJ/KA R APOPKA FL 32703 OF DESIGN CONFORMS VITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 3.25 DUR. FAG. 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTOR$ ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF 4 7 PSF ATFAX: 407-29" 153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Z A STATE OF 1.15 DUR. FAG. PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE F T IS ENT FORDOFS P ACING 24.0" CERTIFICATE OF AUTHORIZATION 0921 RESPONSISUITABILIBIL I TYTYTHEBUILDINGDESIGNER. PER NANSI//TP11 1 1995CULAR USECTIONILDING I 2.THE INq![ ItNtp RPttl\\\ BOTTOM CHORD FILLER. DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ " 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L: 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH. 3281 # 1656 1.5" X 3.5 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231 fi 1192 1.5" X 3.5" 10 9 8 8 6' SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 1 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 9.5" MAX 3X8 TRULOX ** 18" MAX 4 .. 4 3X12 TRULOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE yui;lillDlrtlrgj ) DRAWING REPLACES DRAWINGS A115 Al15/R 3 884.132 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D•ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFE 7Y PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED,`•• TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL A PROPERLY A // a 4*1 SIFIC,q'•,F,Q t `` G TC LL PSF DL - PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. DRiYG BCFILLER0699 HAVE ATTACHED RIGID CEILING. IMPORTANT.• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Bl DL 10.0 PSF ROOF TRUSS DIV1910N 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, S' 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITH zNo• 42704 C_LL - PSF ENG DLJ/KAR APOPI(A. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE c Q` 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA LD. - PSF FA1(: 407.299-9193 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1-0/1.15/1.25/1.33PROFESSIONALENGINEERING DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 0 CER71FICATE OF AUTHORUATION II6210 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE, ARESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i _ C _ ..OP•• ACING 24.0' 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 1 N 2-00-00 2-09-15 1 2 DENSE 2' TYI 7' 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR_ COMMON TRUSS 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 J' I 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. H 1, 3' 5' 7' 2' TYP.- . UPLIFT IS 350# UPLIFT IS 200# 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 ** 3.00 12 * 2.12 12 w2X4 B00 4.24 . ALTERNATE LOADING TYzxa . wzxs OR 1r3x4 TCLL 20 PSF SI PSON TCDL 20 MAX PSF 3/4- -- BCDL 10 PSF L 1 1 I I i I 1 TOT.LD. 50 MAX PSF 1• 3' 5' 9' 1 *** 9-I0-13 OVER 2 SUPPORTS 3 DUR.FAC. 1.25 R=463g, W=3.50" R=652q, W-3.50" END AND CORNER JACKS, HIPJACK THIS DRAWING REPLACES Via', •"" uip/ DRAWING HC11795029 VARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED a' A C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, 5B3.D'ONDFRIO DR., SUITE 200, MADISON. VI. 53719) FOR ` • .•Y'.•C••.. i di SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICATED, r 0.\ 1r'S+ •• DL 15 MAX PSF DATE 06 25 99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL `;` qT• / / SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 4 G t;•, IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ' . BM ROOF 10 PSF DRWG CS7SBK3A0699 ROOP TRUSS DIVI910N ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 1 : NQ• 42704 l,L 0 PSF —ENG SJP/KAR2722SOUTHAPOPMABLVD. DESIGN; ANY FAILURE TOS BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, i FiHANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = _ APovMw, FL 32703 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 OT= LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTOR$ TO EACH FACE OF STATE OFFAx: 407.299-9153 TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % A % FAC. 1.33PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i Ip •• CERTFlCATE OFAUTNORIIATION 9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O •. - OP.•.• • ACING SEE ABOVERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. lnlllllu)H.. L) I`(N ASa 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. a NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X6 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING,nqINSTALLINGANDBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON. VI. 53719) FOR TC LL PSF i REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V .•Q•'`F CG{ • Q' G DL PSF SMYTH LUMBER CO. MAVE A PROPERLY ATTACHED RIGID CEILING. F'. IMPORTANT•• FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE Z •. BCc DL PSF DRWG BRCLBSUB0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO. 42704 : tclu27225ouTNAPOPI(ABLvo. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH PSF ENG MLH/KAR APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST PAPER TOY, LD. PSF407.299-1522 AND ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407.299,9153 TRUSS AND, UNLESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s J•Q•, STATE OF ' FAC. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING 'ENGINEERING RESPQNSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i •• A ••' LITY DOFSTHEFBUILDINGTHIS SIGNER,ENT OPERHANSICER7IFICATroAun+oRrrATIGN •821BRES 0'. C Op1Q r. PONISIBILI DETPI IL 1995USECTIONIZTHE I ACING I' ll ZONAL E a`,'