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125 Venetian Bay Cir - BR04-002877 - SFRPERMIT ADDRESS G SUBDIVISIONS- CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 1.5_1 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE PERMIT #Oy- C)S —) DATE C1 1 -0 PERMIT DESCRIPTION PERMIT VALUATION i C SQUARE FOOTAGE 0 V IYAtAPfl0A1GATEYf6Y r O .k- City of Sanford Certificate of Occupancy This is to certify that the building located at 125 Venetian Bauer for which permit number 04-2877 was issued and has been completed according to the plans and specifications filed in the permit, to wit a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Building: B. Oden 02/10/05 Engineering: D. Richards 02/15/05 Public Works: J. Crumpton 02/10/05 Utilities: R. Blake 02/10/05 Fire Department: Zoning: Conditions (if blank, no conditions apply) Morrison Homes YV' 02/17/05 Property Owner Building Official Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family**** S k DATE: 02/09/05 I PERMIT #: 04-2877 ADDRESS: 125 Venetian Bay Cir CONTRACTOR: Morrison Homes PHONE #: Chris 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. ngmeerinas- Fire Public Works Utilities Zoning _ Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) IyN SERVICEst clSANFORD,FL 407.402.7060 AVISION / ADDRESS No. 1 5 2 3 11 t1 DATE LOT 7 ? Aftft z'6'' l y ZIP00 r COMMENTef" H 553-SNOI 10*4 REORDER MBC ao77•B57.7A1 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 02/09/05 04-2877 125 Venetian Day Cir Morrison Homes Chris 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. Engineering lic Works Utilities Fire _ Y 0 Zoning 1 1 CONDITIONS: (TO BE COMP Licensing ONLY IF APPROVAL IS CONDITIONAL) February 15, 2005 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 73 Venetian Bay, 125 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 125 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 73, "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, Associates Inc. Herx, P.L.S. Vice President WAH/dd FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoe Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 125 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 73 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#;'#####) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOODZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 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 tothe building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. Ifthe 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) 14.5 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o d) Attached garage (top of slab) 14.2 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 13.5 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 13.4 ft.(m) o g) Highest adjacent (finished) grade (HAG) 13.5 ft (m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001. CERTIFIERS NAME William A. Herx LICENSE NUMBER PLS 3182 TITLE Professional Land Surveyor COMPANY NAME Herx & Associates, Inc. Land Survevor No. 3182 ADDRESS 769 Dougla Av, pe CITY Altamonte Springs STATE ZIP CODE FL 32714 SIGNATU E n 1l l i.0 ij ii.j/ DATE 02/15/2005 TELEPHONE 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. PolicyNumber 125 Venetian Bay Cirde 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 offical, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For 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 forwhich this certificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS 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 FEMA-issued or community issued 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 COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _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 * w4ssociates Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 19°28'16" 75.00' 25.49 SINE BEARING DISTANCE L I S 89°59'43'W 50.00' L 2 N 89°59'43"E 25.00' 12.87' 25.37' S 80°16'09"E LOT 85 LOT 84 LOT 83 LI LOT 75 A" GRADING 5. 535 SO. F T . n 40. 0' z p C Q C 118461 y O° LANTANA ELEV. A. B Q C" 0 y SINGLE FAMILY RESIDENCE n v FIN. FL. o v, LOT 74 ELEV: 14 7 o v i LOT 76 Rl e rn ti Q) 6.7' 12.0 21.3' IV Flood Zone determination was performed by graphic plotting from Flood hswonceRoteMapsprovidedbyFEMA. No field surveying was performed by this Firm to u determine this Zone. The exact zone location can orify be determined by on elevation N N astudy. We assume no responsibity for actual flooring conditions concerning this parcel N 2. NdD 0.1' N3 OCILEL , I 4 v.c.P.— - - N 89°59'43"E V280.56P.c.P. REFERENCED BEARING CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWAY CIL MONROE VIEW TRAIL \ 50' R/W) TRACT "F" PRIVATE ROADWAY CITY OF SANFORD SETBACKS: ADDRESS: 133 VENETIAN BAY CIRCLE Front 25' Rear 20' LEGAL DESCRIPTION. Lot 75. " V E N E T I A N BA Y Side 5' Corner 15' according to the Plot thereof as recorded in Plat Book 63. Minimum Lot Width 50' at pages 84 - 88 of the Public Records of Seminole County. Florida. Note: Bearings shown hereon ore referenced to the CIL FLOOD HAZARD DATA: The Parcel shown hereon Ines within Flood Zone "X of VENETIAN BAY CIRCLE as being N 89°5943 E. according to the Flood Insurance Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering 1202890035E. Dated 0 4117195. construction plans by Neal H i l I e r Engineering. Inc. Cit of Sanford Community Number 120294) Job Number 2001. General 1. This is a BOUNDARY Survey performed in the field on S E P 0 9 2004 Legend 2. No aerial, surface or subsurface utility installations, underground improvements or ® Temporary Benchmark C/S Onset subsurface/ aerial encroachments, if any, were located. O.R.B. Official Records Book y (assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk pB Plat Book PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved C/L Centerline d PCC. Point of Compound Curvature ConstructionplansprovidedbytheClientunlessotherwisenoted, and are shown CALL Calculated Central or (Delta) Angle pound P. C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CS Chord Bearing PG. Page temporary Benchmark shown hereon. CD Chord P.R.M. Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P/L Property Line Rights - of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.O.B. Point of Beginning Public Records has been made by this office. FINAL EL. Elevation (Measured) P.D.C. Point of Commencement P. I. Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Found PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. 1.P. Iron Pipe . Elev. Finished FloorElevation PT Point of Tangency I.P. 8. Copies of this Survey maybe made for the original transaction only. I.R. Iron Rod R Radius Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RAD Radial Line LB Licensed Business RES. Residence 4' iron rod with red plastic cap marked 'Witness Corner', unless otherwise noted. RAN Right-of-way ODenotesP.C.P. (Permanent control point' LS. Land Surveyor TBM Temporary Benchmark DenotesPermanentRelerence•Alonument, Mea Measured TYP. Typical 2005 Henc 8 ASSOCIatBS Inc. 'Al1rights feSCrl<edN/D(NBD) Nail and Disk --//—//— Fence symbol (see drawing) N.R. Not Radial -X—X- Fence symbol (see drawing) Certification: Not valid without the signature and she-erlglnal raised seal of a Florida licensed Surveyor and Mapper Drownby: AH This surveymeetstherequirementsoftheFloridaMinimumTechnicalCheckedby : DP Standards ascontainedinChapter61G17.6 Florida .Administrative Code. CERTIFIED TO: P r apor odFor : MORR I SON MICHAEL 6DEANNAH08EKJobNumber: 02-017-02 F E B 1 0! n nOFFLORIDA.MOFINANCIAL SERVICES 005 OF FLOL.L.C. Scale : 1'• 30' UNIVERSAL LAND TITLE. INC. plot pion perrormed: 06-11-04 William A. Herx, P. L. S. Florida Regi ered land Surveyor No. 3182 FIRST AMER I CAN TITLE INSURANCE CO. F o u n do l i on Survey: 09 - 09 - 04 Darae L. Przemieniecki, P.S.M. Registered Surveys end Mapper No. 6030 Final Survey: 02 - 09 - 05 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Revisions Herx d Associates Inc., State of Florida LB 4937 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION o 0 •j j j 1 I 1 1 New Single Family**** + r 1 1 1 1 E DATE: 02/09/05 PERMIT #: 04-2877 o, • v W E ADDRESS: 125 Venetian Bay Cir 1 u ' .8 o tV Cl- CONTRACTOR: Morrison Homes ® g V ; - 1- a. PHONE #: Chris 407-948-4893 u 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 tilitie Licensing es - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 2/11/05 08:51:44 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 240685 23.19.30.502-0000-0730 125 VENETIAN BAY CIR Free -form information LOT 73 *************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2877 PD 8-2-04 SEE REC#7119 3/4"WA METER SET FEE $190.00 PD 8-20-04 REC#7119 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel 2-03-20d 12:59PH FROI.1 If• 1 13 CfrY OF_ sANPORD P$RMCC APPLICATION Permit #: ® 1-A CJt 1 Date: ' 1 Job Address; , V n 2 T q-'- 7 U mZDescriptionofWorkl3I N R f t Mc Historic nisttiet: Zoning; Value of Work: f Pcrmit Type: Building Electrical Mechanical Plumbing '- Fire Spdnkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Altcration Change of Service Ternpotary Pole Mechanical: Residcntia) Non -Residential Rcplat:em rt New (Duct Layout dt: aergy CLIa Roquifod) Plumbing/ New Commercial: # of Fixtures ` of Water do Sewer Lines # of Gas Lines Pluinbing/New Residential: d of Waw Closcts, Plumbing Repair- Residential or Commercial Occupancy Type: Resiticrltial_ Commercial Industrial Total Square Footagt: Constrmcdon Typt: # of Stories: of Dwelling Units- Flood Zout: (FYMA form r quholl for other than X) Parcel C Attach Proof of Ownership do Legal Deseripdott) V A Bonding Company Address: Morrcage Lender: , Address: Arch ltetivEnglneay: Address: Application is hereby triads to obtain a permit to do the work arld installations at indicated. I certify that no workor installation has eoomteneod prior to theiseuancoof permit and that all wet* will be perfptmod to nwet standards ofall laws revAAtins oonstractioa in this jluildictloa Iunderstand that a soparttePermitmustbesetumdforELECTRICALWORK. PLUMBINO, SIGNS. WBLLS, POOLS, PURNACES, BOILERS, HEATERS, TANKS. andAIRCONDITIONERS, etc. OWNER'S AFFID,6VIT: I certify that all of theforegoing iofomtaion is accurate and that all work will be done io compliance with all applicable laws regtdating constructionandzoning. WARNING TO OWNiR: YOUR FAILUR$ TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINfi TWICEFORIMPROVEMENTSTOYOURPROPBRTY. if YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In ddidoa to the sequirernents of this permit, there may he additional rcttriclions applicable so this properry that tray be found in the public records of thiscounty, and thcro may be Additional Permits; requited from other govertmesusl entities w water management distiica, state agcncics, of federal agencies. AtccpUnce of permit is vorification suers 1 will notify the owner of the property of the toquir of Fiori¢[Licn Law, FS 711. Signature of Owner/Agent Date Si aturo of o tttacwr/AgentData Prim[ Owucr/Ageni s Name frirMConuactor/ARent'c Name Aj Sigaaorre of Notary -Sale of Florida Date Si atu of etc of ;E QIANT6W MY COMN?I SION # DD 1111 V88.4. 91EXp1uES: February 25, 2007 Owner/Agent Is _ Pcrconally limown to Mc or Contras r/JmtjNOTARpeRvnGUjUdtanp ndg h}f Co. ProducedIp ` ce PT tact _ - ^'^-"•^ _ _ _ _. _ APPLICATION APPROVED OY: Bldg: Zoning:. Utilities pD. Inilial & Date) (Initial & Date) (Initial & Date) (Initial & Uate) Special Conditions: First Quality Plumbing & Irrigation Inc. 1429 S Woodland Blvd Deland, Fl 32720 Phone (386) 943-9422 Fax (386) 943-6343 September 1, 2004 City of Sanford P.O. Box 1788 Sanford, FL 32772 Re: Plumbing Permit Applications Dear Sir or Madam: This letter will serve as Power of Attorney authorizing the following person to sign for me for plumbing permits for the following lots: Joe Kmett, Morrison Homes: 125 Venetian Bay Permit Number 04-2877 Morrison Homes: 242 Venetian Bay Permit Number 04-1938 Should you have any questions please feel free to call me at the number above. Sincerely, Gary W Evers President Notary: License # CF-0050566 gyr •y, Kann Gilman Y My Commission DD31W?4 XV Expires May 03, 2006 STATEMENT NUMBER 104-76320 COUNTY OF SEMINOLE' IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD DATE:' BUILDING PERM NUMBER UNIT ADDRESS: e~__________------ - --- TRAFFIC Z60E: S[C T PLAT BOOK- r wo, ADDRESS: APPLICANT NAME: " r---- -- --- ------------------------ LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPF TOTA|D\| TYPE , DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ ROADS COLLECTORS NORTH O dwl unit ' 142.00 1 $ LIBRARY CO -WIDE O dwl unit $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 705.00 142.00 1 $ 54.00 1 $ 1,384.0O 2,285.O0 S/*/EnEn/ RECEIVED B SIGNATUREdate4APRINTNAME) NOTE TO ru : RECEIVING SIGNATORY/APPLICANTFAILURE TO TIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION, 1-COUNTY 3-CITY 1 2-APPLICANT 4-COUNTY NOTE** ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FOES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PFPMIT. PERSONS ARE.AiSO ADVISED THAT~ANY RIGHTS OF THE APPLICANT, OR OWwER, TO APPEAL. THE CALCULATIONS OF THE ROAD, LIBRARY -SYSTEM Pun/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST BE EXERCISED BYT- FI| lN A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVTNG SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF , OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THF COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICF, 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENi|F SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFFRFNrF THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO!::' LEFT OF THE NOTICE. THIS STATIMENT IS VALID ONLY IN CONJUNCTION WITH VSSUANCE OF A*** FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION Permit # VA r Job Address: Description of Work: Historic District: , Zoning: ta. 0 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 Commercial Occupancy Type: Residential . Commercial Industrial Total Square Footage: W e Construction Type: GM # of Stories: L # of Dwelling Units: _ Flood Zone: X (FEMA form required for other than X) Parcel t,: Z3 / % 30— 50 `— 0000 _ ,J 23— 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: A/* lNa eK/SoN H - w .y,A..n . '2n7c^ 1 __ /.n7 L'>4i`Sri 77 Bonding Company: NA — Address: wA `. Jl I U ZUU4 Mortgage Lender: Address: Architect Address: 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. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS; HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIq OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 tV 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 wategement districts, state agencies, or federal agencies. Acceptance f rmit is verification that 1 will notify the owner of t e property of the requirements of FILien Law, FS 713. N Signature of Owner/Agent ate Signature of Contractor/AQent a m Print Owner/A 7 Print Contractor/ w z cv $ t Z twit m o S2 ¢ Signature o otary- tate of Florida at Signature o otary-State of to a. o r I ro Owner/Agent is V/ Personally Known to Me or Contractor/Agent is Personally Known to Me or n o _ ProducedID AiA _ Produced ID Nf{ e NAPRLKATION APPROVED BY: Bldg','lr 2-2.aA Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (initial & Date) Special Conditions: cla c,nc C• rr. cony! hvi 55 ao . 2 P Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05375 PG 0073 CLERK'S # 2004106949 RECORDED 07/08/2004 01139:40 PM RECORDING FEES 10.00 RECORDED BY t holden Ctn11f1ti1 COPY MARYANNE MOFisE blERK OF CIRCUIT WuR:1' N LE.CO NTY. FLORIDA Ty JUL 0 8 2004 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: 7LotNumber ` Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Florida. Street Address 11.5— J&aou l Sanford, FL 2. General description of improvements New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172. Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Marek Bakun Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. - 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date recording. Date Signed:jbVscrih0jjqIbjore6Signature of Owner's Agent, Marek Bakun : ) Sword to and me this by Marek Bakun, who is personally known tome. D. A. CLARK MY G9MMJSSION 1DD 214811 Signature of o ry: Notary Seal: * EXI II18; Jur® 27,2007 s86mga ffiftl gU9g@t am se"ice, LIMITED POWER OF ATTORNEY DATE: 2 I HEREBY NAME AND APPOINT: EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMEZAT LOT NUMBER : SUBDIVISION: q"3 AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) SIGNATURE OF CONTRACTOR. STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this: DATE: BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. art^cconn0000conCwcuontn oowoen n°-°0F°°°°°0°°0O°+°anuo SIGNATURE OF NOTARY: NOTARY SEAL. oro 70Q Bonded 4Yrrough a o (Q.....324254) F4orida N&6arf Assn., 111S, ' ncnnnn.++a c + 4.. . .......... n+n.nn+ Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pts/web/re web.serninole_county title?PARCE. PARCEL DETAIL Back © ) i1 i Seminole Ctwnty picrt y v+Iptairtr rricer I I01 K. First St. Safiford F). 32771 407-465-7506 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0730 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0Address: 151 S HALL LN STE 200 Land Value (Market): $26,000LandCity,State,ZipCode: MAITLAND FL 32751 Property Address: 126NEN15TIAN' BAY CIR SANFOR 32771- Value Ag: $0 Just/Market Value: $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARYSALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/lmp 2003 Taxable Value: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 73 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 tax purposes. Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. of 1 7/7/2004 8:03 AM Herz * .488ociatea 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 SurveyLINEBEARING DISTANCE L 1 S 89°59'43'W 50.00' L 2 N 89°59'43"E 50.00' LOT 87 LOT 86 LOT 85 LI LOT 73 A" GRADING 5. 500 S0. FT . Z o 40.0' O Oc O O _ O 1846) A O- 00OELEV. ' AAB& C- SINGLE FAMILY y V RESIDENCE FL. u LOT 72 N ELEV:14.0 o e vm Z y LOT 74 O r. 6.7' 40.0'W O O 12.0 Q' O 21.3' C OO N N PLANS REVIEWED N u v; CITY OF SANFORD 75.00' L2 N In O CIL :l O 89° 59 '43 "E Y 280.56 i C/L MONROE VIEW REFERENCED BEARING TRAIL 50 R/W) TRACT F" PRIVATE ROADWAY CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT F " PRIVATE ROADWAYCITYOFSANFORD LEGAL DESCRIPTION.' Lot 73. - V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63 at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon hes within Flood Zone -X. according to the Flood Insurance Rate Mop Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by graphic plotsinq from Flood InsuranceRateMapspprovidedbyFEMA. No field surveying was performed by this Flrm todeterminetheZone. The exact zone location can ordy be determined by an elevation study. We ossune no responslbity for acted flooding conditions concerning this parcel. General Notes: p1. This is a BOUNDARY Survey performed in the field on PR 0Po 5 E D Legend SETBACKSMax Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner IF MPERWOUS SO. FT. . 53 Minimum Lot Width 50' LOT SO. FT. IMPERVIOUS AREA -2924SO. FT. Note: Bearings shown hereon are referenced to the C/L of VENETIAN BAY CPCLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. hc. JobNumber2001. 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface/ aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CJL Centerline Construction plans provided by the Client unless otherwise noted, and are shown a CALC Central or (Delta) Angle Calculated only to depict the proposed or actual difference in elevation relative to the assumed CB Chord Bearing temporary Benchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights - of -way of recordwhether depicted or not on this document. No search of the El.. or ELEV Elevation (Proposed) Public Records has been made by this office. r;,:A EL. E!:: 6. The legal description shown hereon is as furnished by client. FD. Fin. F1 Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe 8. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes %" iron rod wifil yellow plastic cap marked L84937 or LS3182, or L Arc Length iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Permanent Reference Monument Mea N/ D(N&D) Measured Nail and Disk 2004Herx & Associates Inc. All rights reserved N.R. Not Radial Certification: Not valid wltho s(gnatura and the original raised seal of a Florida licensed Survey rand Ma er This survey meets the requir nts of Ili Florida Minimum Technical 6tendards as contained i or 61G -6 Florida Administ five Code. William A. Herx, P.L.S. Florida Regis! ed Land Surveyor No. 3182 Darae L. Przeinieniecki, P.S.M. Regi4tdfed Surveyor andMapper No. 6030 William R. Herx, P.S.M. Registered Su&eyor and Mapper No. 6092 Herx & Associates Inc., State of Floride LB 4937 Sketch of Legal Description This is not o Survey CVS Offset O. R.B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P. C.P. Permanent Control Point PG. Page P. R.M. Permanent Reference Monument P/ L Property Line P. O.B. Point of Beginning P. O.C. Point of Commencement J" J. Fuinluriulersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAD Radial Line RES. Residence RAN Righf-of-Way TBM Temporary Benchmark TYP. Typical Fence symbol (see drawing) X— X- Fence symbol (see drawing) Drown by: AH Checked by: DP Prepared For: MORR/SON Job Number: 02-017-02 Scale : 1-- 30' Plot plan performed: 06-22-04 Foundation Survey: Final Survey: Revisions . CITY OF SANFORD PERMIT APPLICATION Permit # : Job Address: \ a Description of Work: Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # ofAMPS V 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 #: Owners Name & Address: M."Ck,\t Contractor Name & Addr gran Phone &Fax: Bonding Company. _ Address: Mortgage Lender: Address: Architect/Engineer: _ Address: Attach Proof of Ownership & Legal Description) S+f1 k-S,DcrQS S l St r+ti'l ..r,e J a ah'S1 - Phone: f`-L/>?fi - - (3 d 1)1) s \ex- `1'(Nc- 3(((/ State License Number:_ 3 1'_'`I- W_nt=tPerson: i^("i!j Phone:-31196—tiriSg4 Phone: Fax: Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecured.for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permitis verification that I will notify the ownerof theproperty of therequirem of Florida Lien Law, FS 713, Signature ofOwner/A ent gDate Signature of Contrarl ! nt Date S* It' er a br;, PrintOwner/Agent's Name P ' o ra for/A ent's Name - v Jennifer Alrttodovar a My Commission DD272809 SignatureofNotary -State of Florida Date Sigma of Notary -State of Florida Expires December 07 2007 Owner/ Agent is — Personally Known to Me or Produced ID Contractor/Agent is ` Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg:A 6. aV74'QmgUtilities: Initial & Date) (Initial & Date) Special Conditions: FD: Initial & Date) (Initial & Date) Z9piny' Typ-ge :Buitda:-tg Elernor-21 rtkzAm; , i .. 4a-- r3€r r so::-,zc: :, of MANS -- -- - 113 Ci A it"',drj. i23,'E >; F 3. na- l3 Residential _r_ I` on-Re-s3de-wi-a{ pI SSE Mcfmi (E)v-&; h -Ifotre r1Pzn i i a{Uired) New Eoa tdaet eliG: o."Wa1vu &we7 Li d` Ga.-, Unes. 1 1 1i bat±ievy gsi<ct tl I: • of d€it Closegv f'lttlt+fil i X>icease'?,k sr Coet'iZrE rEeal : deap eg Type:ltsideittial Cosi,Eiai T61--t6-,lreAoBe: CosistrLtetlor Type: t- of Stores: 2 (F' V-4lrormir€ortee•d forwbii G Z r•. Parcel #' fiiidagh Proof of 0177aaer i , h'G Lsgat; »evcrep¢e„sj ovynem Flame 3'hon.: Contractor Name,& Address: [1 1# ,.AXR PPAqTi} r- P? kYn n1unt------ UC4 F n RUB Phrne& j/, 1(ya IEen3t ynrii!'7ef"` Fat: `l j,.'.rifrifL'a/-=:1 f Bonding Company: - - Address Mortgage Lender: -- Address: _ Arch iiecUEngineer: Phone: Address' - Fa. - Application is hereby made io obtain a pernut to do the ero,-k and installations: as indicated. I CuTIay -hat no s!QTIK or irisLallation has contnien(-ed priot t() Lhrissuanceofapm ,lit and that all wort: t-idll bs ..,,o) -1--d to .eta: starida;ds of ail layt)s teolatiag eoist+caon in this jurisdiction. I ,undvztarlci ehaf a sepa,akpemitmustbesecuredforELFCTR!CAL ArOR-f:, PLUR4EKNI ; SICi91, NELLg, POOi; FORANACES, BOii_EF—S REAT7 RS, W0,I <S, andAiRCONDITIONERS, etc. OWNER'S AFFIDAVIT; i art; that all of the foregoing in1oti at?crn is ae>vuraie a_nd that 01 woPk ;rill be done in Corti, liancoc with all apphcal 1( i .w;. tt p.d:tingcoi5tico ,end toning. W- AFN!JG TO OW' ,, rr. OUR FAFI UP r TO RECORD A ?aOIItch Or COi,tl]+? i`•iCz j l i pig„ ESUI i l),) 01 J-) J / ", D,• GTidtCE -OR IMPROVEMENTS TO yO;P. pAOP 2 rY. i. YOU rN iHI ID TO OBTAM RNATIGKING, C %ISUEt ! iFi YOUI< LENDER OR Al,,) A !! fORNEY BEFOPF RECORDENG :OUR NOTICE OF COliltwtLNCEIVIE1JT. NOTICE; !,-t addition to the requirements of this p , )) it thee may be additional res`uictions plical73e i mil pr H 'that may,be i`ound in u is records ofthiscounj,, and 'there )r _y be additional permits required r;om oiher governmental entit5e such as s ' , r wage ent districts State age -tes, r Pft. r'i nl egencics" Acceptance of peitii is verificaiion that I sill notify ilie oumer of the property of ih )equireme f Flo Lien Law, FS 71 Nov '2 1 Z004 Signature of Owner/Agent Date Si re of clor/Agent Date OBERT G. DEUO RUSSO Print Owner/Agent's NamePnnt C ntractnr A eni's Name Limit Signature of Notary -State of Flonda /V 21 bate Signature of No -State of onda Date Owner/Agent is _ Persrnnll., Knox n to ,u e or Coniractor/Act-.:> Personal,, Known to Me orProduced10Produce.' . APPLICAI ION APPROVED BY: 131dg. Zoning l ;. PD: Initial cY Date) (Initial & Date) Initial ea M-i i3`! t ci5l l dndillons: Ty;'F.c,,, MIRINDAC.TURNER ss`•"' s.'v ct,)N,,ouSC10N DD 212893 i ,•. . EXPIRES —June: is 200/ e •=L° [onded 1-hru Nolary °cilia Unden^+ritors _ Herx * .4880ciateB 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 SurveyLINEBEARING L I S 89°59'43"W L 2 N 89°59'43"E LOT 87 LOT 86 LI LOT 73 A- GRADING 5.500 SO. FT. to 40,0' O O 1846) O LANTANA ELEV. -A. B 6 C' SINGLE FAMILY RESIDENCE V FIN. FL. o ELEV: 14.0 0LOT72Rle 60.0'D 40.0'W O 6.7' O 12.0'P m O 21.3' L2 DISTANCE 50.00' 50.00' LOT 85 20 Oc O or O O maNrn y LOT 74 CIL EL I .l a.c.P. 89' 59 ' 43 "E 1 280. 56 REFERENCED BEARING PLANS RfV(EWED ORD ti 0 0 i CIL MONROE VIEW TRAIL R/W) TRACT F" PRRIVATE ROADWAY CIL VENETIAN BAY CIRCLE CITY OF SANFORD (50 * R/W) TRACT "F ' PRIVATE ROADWAY LEGAL DESCRIPTION.' Lot 73, ' V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63 at pages 84 - 88 of the Public Records of Seminole County, Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X according to the Flood hsuronce Rate Map Community Panel Number1202890035E.Doted 04117195. City of Sanford. Community Number 120294) Flood Zone determination was performed by grcphic plothin from Flood hstrce Rate Maps provided by FEMA. No field surveying was perfom ormed by this Firm to determinethisZone. The exact zone location can a# be determined by an elevation study. We asstme no responslbity for actual flooding cordtions concerning this parcel. General Notes: 1. This is a BOUNDARY Survey performed in the field on PR OCO S E D Legend SETBACKSMax Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT _ 53 ' Minimum Lot Width 50' LOT SO. FT. IMPERVIOUS AREA - 2.924 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59'43"W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. hc. Job Number2001. 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark subsurface aerial encroachments, if any, were located. assumed datum) 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline Construction plans provided by the Client unless otherwise noted, and are shown A CAL Central or ( Delta) Angle Calculated only todepicttheproposedoractualdifferenceinelevationrelativetotheassumedCBChordBearingtemporaryBenchmark shown hereon. CD Chord 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument Rights-of- way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) Public Records has been made by this once. FINAL EL. Elevation (Measured) 6. The legal description shown hereon is as furnished by client. FD. Fin.Fl. Elev. Found Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe 6. Copies of this Survey may be made for the original transaction only. I.R. Iron Rod Denotes %"iron rod with yellow plastic cap marked L84937 or LS3162, or L Arc Length Y,"iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LB Licensed Business O Denotes P.C.P. (Permanent control point) LS. Land Surveyor Denotes Permanent Reference Monument Mea N/D( N&D) Measured Nail and Disk 2004 Herx & Associates Inc. All rights reserved N.R. Not Radial O/S Offset O.R. B. Official Records Book PB Plat Book PC Point of Curvature PCC. Point of Compound Curvature P.C. P. Permanent Control Point PG. Page P.R. M. Permanent Reference Monument P/L Property Line P.O. B. Point of Beginning P.O. C. Point of Commencement P.l. Point of Intersection PRC. Point of Reverse Curvature PT. Point of Tangency R Radius RAO Radial Line RES. Residence R/W Right -of -Way TSM Temporary Benchmark TYP. Typical Fence symbol ( see drawing) X—X- Fence symbol (see drawing) Certification: Not valid wltho nature and the original raised seal of a Florida licensed Survey r and MaAPor Drown by: AH This survey meets the requir nts of Ind Florida Minimum Technical Checked b y : DPards as contained i er 61 G -6 Florida Admirtist five Code. Prepared For : MORR 1 SON Sketch ofLegalDescriptionJobNumber: 02-017-02 This is not a Survey Scole : I - • 30' J" Plot plan performed: 06-22-04 William A. Herx, P.L. S. Florida Regist ed Land Surveyor No. 3182 Foundation Survey: Darae L. Przemieniecki, P.S.M. Regi f ed Surveyor and Mapper No. 6030 Final Survey: William R. Herx, P.S.M. Registered Su&eyor and Mapper No. 6092 Revisions Herx & Associates Inc., State of Florida LB 4937 r TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z22137B Address 1 VENETIAN BAY Address 2 LOT 73 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 Building Supply ORLANDO TRUSS DIVISION DBA'. SMYTH LUMBER CO. 2722 APOPKA BLVD. APOPKA, FL 32703 - 407-299-1522- FAX:407-29 919153 , Engineer of Record HOME DESIGN SERVICES OF 580 CAPE COD LANE #9, ALTAMONTE, FL AA#2665 Or Building Designer: Seal D to 2,1Jun=04 Truss neer: 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: Truss ID: R1 E2 R2 E3 R3 c1 R4 C2 R5 C3 R6 C2A ' R7 R8 R9 R10 R11-2PLY R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 R22 Vd V2 V3 V4 H1 H2 H3 E1 36 Plus Standard Details Professional Engineering Certificate of Authorization . #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 6' aoO' N 1 A v C 2G9 G 2L' IG FI3 P, pFI0 Fa FG F4 P, 239 2' 34 Z' F. I0' 60' F. 3FS / i' F7F, 910' 5. 3 2' P.14 > 1' 6 1/2' S f E2 + T.. 1 10' 1 FI( i P O O, P. LI fE3C3 2. O C I G1 2 i 1- 1a G3 G3S 90 O' P. NEEWALLTC rV,IEEWALL TO The Truss Engineer's seal, when applied, confirms the placement of thetruss framing as it relatestothetrussdesignsspecificforthisstructure. The truss framing Is based upon the I'l PL. HT. r2 o' FL. HT, review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the truss framing and/or truss placementplan. The design of thetemporary and permanent bracing, She diaphragm system, shearwallsandstructuralelementstoresistlateralloadsfromwindand/or seismic activity is theresponsibilityofthebuildingdesignprofessional. Additional approval by the building WilliamM. Ranieri PE design professional shall include, buE not be limited to, design loading, lengths, profiles, FL Lic. No. 42764 pitches and depths. 601 Y T, VIC w, iwre 5rP5 V (. W/ P,G15EC FEELS SBAGKra, 61/JCI: f V2' ON FF.AMEWALLS MYTH- UM5EF, GO, FOOF TFU`'7 DIV11 101\1 2722 50UTH 4kF0n, A G'I-VV, AFOFKA, FL. 32703 407) Zgcl — 1522 FAX ( 407) 2gc1 — q153 Engineering Gertificate of Authorization # '1215 NOTE` : 1) IT F THE B &-Pff S F.E5Fp,FCLITY TO VEFFYTRV55PLACEMENTPLANANDTF' U55DE5W DPAWNG5 AGAINST FEW 60I, fMTI0N5AND DE5Vlj INTENT, 6. TFEF,ENGE' SECTION (A20 AN4/TN 4m) AFFFOVER NAME (FFNTI W. ED DATE2) TFVL ,--E5 MA15T NOT BE CUT OF, ALTEFED 1-1 AIY WAY WITHUIT PFIOR AUTH?RIZATM BY SM(TH TPUSS GOWANY, 3) TRIS-E5 THAT APE OUT OP, AL TEPED WTHOUT AUTHOFIZATION WLL BE P.EPACEDCIF PEPLACED AT CL%TOMEF.'S E%FENSE 4) BACKLHAF,CE5 OF ANY KW WLL NOT BE C@JSDEFEOWITHOUTFP.K,P. FEVEw AND WFITTEN CONSENT BY')MYTH MrI -j GOWANI'. DETAIL-`: 1) PEFEP, TO HD 9 IPECA M.EDANOJ5FOP. HANDI. N C,, N TALLATION, AI,D TE CTAP'( BP.AGN5) F, EFEFTO ENGIJEEFED DFAM C'n FOP, f _ KMAIC4T MAGNG FEON:ED 2) ALL TRV7-..E5 (IJLU.DN6TRU E` U"PEF. VALLEY FRAMNGI Qf- T BE COWLETELY DECKED OF P.EFEFTO VALLEY TF,U55DETAL5 FOR ALTEP.NATEBRAGw FEOIX.Eb£NT5 j) ALL VALLEYS TO BE CONVEf`mCM•JALLYFRAMED BY BIADEP. 4) INTEF.YRLOAD BEARING WALLS ALL FOOF TPUSS HANIIff'5TO III I,"" H15Z6 OF, U5P VANT-SA(,) THDR UME55 NJTED OTFERWI5E. SIMPSON I USP KANT-SAG L'• HUS26 OR THD26 G - HUS28 OR THD28 EI • HHUS28.2 OR THD28-2 G - HHUS48 OR THD48 OO • HGUS26.2 OR THDH26-2 UP - HGUS28-2 OR THDH28-2 CT • HGUS28.3 OR THDH28-3 9 - SUUR210 OR SKH21OUR U - HGUS48 OR THDH48 9) • THM22 OR MSH422 U - THAC422 OR MSH4221F Ili - HUC410 OR HD4101F U - THJA26 OR WC26 I ELEV 'D OF G' (5TD) I ILLC13/CS - MI) TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP ##2 WEBS 2x4 SP ##3 i ni3 VVIb rn[rnnCU rive unruicm IlNrui XLUA- a UI -IN 0IVna) OU., AEU Di I M U -3 nrn. 120 MPH WIND, 14.35 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=Gi°.0 PSF, WIND BCDL=5.0 PSF. KI 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. 5X6= DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD M7 JAL) — J A U— J A U— 3X6 (Al) 3X6 (Al) 1-4-0 1-4-0 r y I_ 20-0-0 _I_ 20-0-0 _I 40-0-0 Over 2 Supports R=1557 U=474 W=8" R=1557 U=474 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 ............... 1 - R Scale=.1875" Ft.T WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING.' SHIPPING. INSTALLING AND A _ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE; 'T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 3d. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO 'tIP TPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 7i l(j.: ..t(N T C D L - 7.0 P S F DATE 0 7 / 1 4 / 0 3 SMYTH LUMBER CO STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. @ t No 42704IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 13 C D L 10.0 P S F D R W SLTUSR352F{pOF.TRUSS L IVIS[ON'. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 7C ^" j *:, 2722SOVfHAPOF'KABLVD; BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF p APOFKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL.DESi6H . ( U C L L 0.0 P S F S L T - E N G / W MR 407-298-1:522 :: CO NN EC TORSFI ATLPINEIAREPMADESOF020GATASTMMA6S3AGR40RGALVST AN OSTEELEREXC E PTAS NO TED ON ND TAP FL YACONNECTORS TO _p' Ofit 1. FAX:: 407 299.91 53 :! EACH FACE OF TRUSS. AN0 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS f T O T . L D . 37.0 P S F S EON - 36089 DRAWINGS 160 A-Z. -THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •.A. PROFESSIONAL ENGINEERING ..: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .. D D R • F A C 1 . 2 5 FROM S L C CEFtTIFICATE OF AUT1-10RIZATON'it921'6: COMPONENT FOR .A ANYPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul 14 3 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_ZO4 CL13/O — KLf TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) 120 MPH WIND, 14.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 % 2.5X4 6 r— —, 6 5 X 6 5X6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6 (A1) 1-4-0 1-4-0 r7 h 1 19-0-0 I ° °i 19-0-0 _I 0-0-0 Over 2 Supports R=1557 U=475 W=8" R=1557 U=475 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QT:Ys1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISO N. N1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE ItID ICATED. TOP CHORD SHALL HAYE PROPERLY A7TACHED 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 RESPONSIBLENSIB LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 FIC •yq, F I NO 4210 1 p j T C T C pBC L L D L DL 20.0 7.0 1Q.0 P S F P S F PSF R E F R 3 5 2 DATE 0 7 / 1 4 / 0 3- SMYTHiLUMB.(F.,R CO} ;; ROOF;TI¢USSCJ.[YIS[ON :: DRW SLTUSR352 S L T- E N G W M R2722SOVITHAPOPKASLVE) AOOld K. FL 32709 4Q7 299-1 522 : i ... 407 299=91 59 :-. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOR S'+ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS i0 EACH FACE OF TRUSS. AND U14LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 7C. 3 :" j 7'C s STATE OF ' ! ti: C4. .: i(1'•, R1Q.• A_Ap/jr,`` B C TOT L L L D . Q. 37.0 0 P S F P S F SE Q N 38594 D U R F A C . 1.25 FROM c- J L CPROFE5510NALENGINEERING.: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYILIiY AND USE OF THIS--- QvV' v11M1•Y SPACING 24.0" JREF- 1S4G352_Z04GERTTFiOATEOF: AUTHORIZATION 49216: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. Ju1.14 3 F- CCcl3/tS - ICJ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS @ 6" OC. 3X6 (Al) 120 MPH WIND, 13.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5'.O.PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4 - 2.5X4 6 —I 6 5X6* 5 X 6 9-4-0 E vVC Fvin= E xr;= 3X6(A1) 1-4-0 1-4-0 ry I 18-2-8 I 3-7-0 I- 18-2-8 J 40-0-0 Over 2 Supports R=1557 U=476 W=8" R=1557 U=476 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 :; q OTYI1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING REFERREFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFR IO DR., SUITE 200, MADISD N, MI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 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 S` .'LEit IFI C+ i' vfV s :No.42704 T C T C BC L L D L DL 20.0 7 10.0 P 0 PSF PSF S F F R E F R 3 5 2 DATEE 0 7 1 4 0 3 SM, LUMBER CO ROOFTRUSS:I IYISION.""IMPORTANT*" DRW SLTUSR352 S L T - E N G / WM R2722:SOUTH APOPKA BLVD: APOPKA FL :32703 :: .' 40729.9 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GALV. STEEL. E%CEFT AS NO7ED. AP FLY CONNECTORS TO STATE CF - R10. B C TOT.LD. L L 0.0 37.0 P PSF S F SEON- 20274 FAx.. 407299.9153 ;; EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER D U R F A C 1.25DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING. CERTIFICATE OF:ALTTTRORFLCTTON 49218: RESPONSIBILITY SOLELY FOR THE TP.0SS CDMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESFON SIBILITY OF THE BULDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Jul-.14....0.3....... SPACING 24.0" JREF- 1S4G352_Z04 L__ Le, 13116 - K4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IMIJ UWU I'KtKAHtU I -HUM LUMPUILH 1N1'UI LUAUJ a u1I-It IN31VIIJ) )Unrlll Itu of IKuJJ flrK. 120 MPH WIND, 13.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50.FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 5X6= 2.5X4 1- 2.5X4 6 r 6 5X6 % 5X6o A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6(Al) 3X6(A1) 1-4-0 1-4-0 ry ry I_ 17-0-0 _I, 6-0-0 _I_ 17-0-0 _I 40-0-0 Over 2 Supports 'I R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 _:: ..: 0TY: FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED sTRuc7uaaL 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 lG : rV No.42704i '*" !!: TIC TIC 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-- 2 0 6 7 6 SMYTHLUMB R CO;. Ro0FTRUSS191Y1510N DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / W MR2722SOUTHAPOPKABLYD :. APUPKA Ft. 32703 407 Z99 T 52Z F'Ax':407z99.5153LPINE 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 CONNECTORSIAREON P MADE S OF D 20GABY T ASTMHEMA653AGR40R GAILY. EST NSTEEL. EXCEPT D PAPER I AS I NOTED. T APPLYCONNECTORSTO iACH FACE G4 TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF Q - A`LE" B C TOT.LD. L L D 37.0 D P S F PSF SOON- 38591 D U R. F A C. 1. 2 5 FROM c J LC PROFESSIONAL, ENGINEERING: - CERTIFICATE C F:AUT 61`15 ATION1i92T8: 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 T1F01995NSECT10ICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J u I. 1:4:: 0 .....::`:: .... SPACING 2 4. D" J REF 1 S 4 G3 5 2_Z 0 4 LCC 1.3/IS - ttJ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ' WEBS 2x4 SP #3 M1J UWb I'KtYAKtU LKUM LUMFUILK 1NFLIf (LUAU) 5 U1MtNS1UNJ) JUBM111tU BY 1RUSS MPH. 120 MPH WIND, 13.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIN'D TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) lx4 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. NAILS @ 6" OC. 5X6= 2.5X4= 5X6= 3X6(Al) EE 2.5X41- 2.5X4 6 r (A) (A) 6 5X6 % 5 X 6 9-4-0 1;yp Fva— 1YA= 3X6(A1) 1 4-0 1-4-0ryr 16-2-8 _1_ 7-7-0 1 16-2-8 1 40-0-0 Over 2 Supports R=1557 U=478 W=8" R=1557 U=478 W=8" PLT TYP: Wave TPI 95 R Desi gn Crit: TPI STD FLBC 6.10 .............. .. ....QTY:.1 FL 1 - R - Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACI Nf.. REFER TO HIB-91 (HANGLING INSTALLING AND BRACING). PUBLISHED RY 7P1 (TRUSS PLATE INSTITUTE. 563 D'ONOFRIO DR.. SUITE 200, MAOf SO N. NI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SAaiiiFlCyq`I 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-- 2 0 6 7 7 SMYTH LUMBER CO DATE 0 7/ 1 4/ 0 3 DRW SI.TUSR.352HOOFTRUSSLIVISION : 2722:SOU-M APOPKA BLV4: APOP KA FL _32703 n07 299 7 622 FAx.: 407299-9153 :; PROFESSIONAL:NGINEERING - IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND FAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AflE MADE OF 20GA ASTM A1," GR40 GAL,. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER`en.ORlOpfDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFONSIBILiTY SOLELY FOR THE TRUSS CO MFON ENL DESIGN SHOWN. THE SUITABILITY AND USE OF THIS f -No 42704 1.:. STATE OFS- s ,p j s •• NA1 BC BC TOT DL L L L D . 10.0 0. 37.0 0 PSF P S F P S F S L T- E N G WM R S E U N 20242 D U R F A C 1 2 5 F R O M S L C CERTIFICATE OF AUTHOR17ATION 49218: COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION Z. i .. iU I .1.4. ' SPACING 24.0" JREF- 1S4G352_ZO4 1 LCC1.311J - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. HIS (Al) IHIS UWG PRLPARLU FROM COMPUTER INPUT (LOAUS & DIMENSIONS) SUbM11itU GY IHUJJ Mrlt 120 MPH WIND, 13.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4= 5X6= 5 X 6 0-5X6 6 r (A) (A) 6 A) (A) 9-4-0 2X4111 5X = — 2X4111 3X6(Al) 1-4-0 1-4-0 H rJ L, 15-0-0 _1 _ 10-0-0 _I _ 15-0-0 _I 40-0-0 Over 2 Supports R=1557 U=480 W=8" R=1557 U=480 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T:Y:1 FL 1 R - Scale 1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAD ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.F: IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO1r: BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) . TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A053 6R40 GALY. STEEL . EXCEPT AS NOTED . APPLY CONNECTORS TO EACH FACE [9F TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M :Ai7 j` IFI`• f No 4270.4 C 7C :: Q,' STATE 0F t" .: i ^ RrA : f{/j I: Y V Q f„' : DRAWINGS T 1. T C BC B C T 0 T L L D L DL L L L D . 20.0 7. lU 0.0 3 7 . P S F U P S F U PSF cPS F 0 i S F R E F R 3 5 2-- 2 0 6 7 8 SMYTH: LUMBER, CO.,: pROOF TRU$9L IVl$ION 2722 SOf1TH APOPKA BLVO :: APOPKA FL 32703 Q07 299-1 522 FAX 407 299=91 53 : -: DATE 0 71 4/ 0 3 / DRbI SLTUSR352 S L T - E N G / W M RS 0 N 38588 D U R F A C 1.25 FROM C JL C PROFESSIONALENGINEERING ::. RESPONSIBILaTY SOLELY TFOR HESTHE EALTRUSSICOMPONENT OES DRAWINGSIGNTSHOWN. ESEFTATHE NCESUITAB SUITABILITYAND USE NAL ENGINEERING v a+ ty CERTIFICATE OFAUTHOREKATION #921.6 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Jul 14` ' SPACING 24.0" JREF- 1S4G352 Z04 LCL13/IS - I(/J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD 3X6(Al) 120 MPH WIND, 12.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT,I.I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X6= 2X4111 5X6= 5X6% 5 X 6 6 r 6 9-4-0 9Xd 111 GY19— 'Iyp L Y19= 2X4III 3X6(Al) 1-4-0 1-4-0 r ry I 14-2-8 I ll-7-0 1 14-2-8 1 40-0-0 Over 2 Supports 'I R=1557 U=481 W=8" R=1557 U=481 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY1 FL 1 R - Scale=.1875" Ft. WARNING —TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANDM • _% T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 7 9iBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO OR., SUITE Z00, MADISO N, WI S3719), FOR SAFETY PRACTICES PRIOR TO ` Q'F C • PERFOR14iNG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '4, T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER Cq STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , :ND d2704 B C D L 10.0 P S F D R W SLTUSR352ROOFiTRU55nIVIS10N'i PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;' ANY FAILURE TO 2722 SOUTH APOPKA BLIND: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 2 ' APOPNG4 FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF' NDS (NATIONAL DESIGN 1 STATE OF j Q` BC LL D. D PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PACER ASSOL ]AXON) AND TPI. ALPINE 4O7 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO • O R10 T 0 T . L D . 37.0 P S F S E O N 20226 FAX.; 40729IJ 153. :: EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 160 A-Z. THE SEAL ODRAWINGS N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `•( V D U R . F A C . 1 2 5 FROM S L CPROFESSIONALENGINEEFfINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 4921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jul --l*:'03........ ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S4G352_Z04 LLLl,3113 - R8) IM1J UWU FKtfAKLU t-KUM UUMI'UItK 1NFU1 (LUAU) & U1MtNJ1UNJ) JUb M111tU bT IKUJJ MhK. TOP CHORD 2x4 SP #2 120 MPH WIND, 12.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4111 5X6= 3X6(Al) 5X6 0 5 X 6 6 r 6 9-4-0 2X4111 I: VC 3X8= 5X6= 2X4111 3X6 (Al) 1-4-0 1-4-0 I_ 13-0-0 14-0-0 _I_ 13-0-0 _I 40-0-0 Over 2 Supports _I R=1557 U=482 W=8" R=1557 U=482 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY::1 FL 1 - R - Scale=.1875" Ft. WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND .: M •."•Q T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 0BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 587 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO .IFI(_ /L/ PERFORMIHG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPER LY ATTACHED i T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3SMYTH. LUMBER CO : sraucruaAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fCG F ROOF TRUSS0IV1510N "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No 42704 r BC DL 10.0 PSF DRW SLTUSR352PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO j - 2722 SOVYR APOPKA E3LVb BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND * NE STA E.. , B C L L 0.0 P S F S L T - E N G / WM RAPOPKAFL32709BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PRDYISIDN$ OF NDS (NATIONAL DESIGN L4072991522CONNECTORSIAREPMADESOFD20GATASTMMA653AGR40RGALVANSTEELERESCEP7IASINOTEp ND TAPFLYACONNECTOR$ TO 5 10 r v 0R1OP TOT .LD. 37.0 PSF SOON- 38585FAx407299-91 53 tACH FACE G'P TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER A'rONAEr' DUR.FAC. 1.25 FROM SLCPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING : . RTI.. ..........: !: RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS- - CEFICATE OFAUTHORYP EUNTION9218- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER - ANSI/ TPI 1-1995 SECTION 2. JuI--1 4u- -- SPACING 24.0" JREF- 1S4G352_Z04 tt7) 1113 Urvu rncr—U rnun unrui n inrui X unua a r wol i u oinuaa it . TOP CHORD 2x4 SP 2 i 120 MPH WIND, 12.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 F WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. e DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6 ( Al) _ 5X6= I2X4III 5X6= 2. 5X4 % 2.5X4 6 r— 6 9- 4-0 2X4111 5X12= 3X8= 5X12= 2X4111 3X6( A1) 1- 4-0 1-4-0 I 12-2-8 _I_ 15-7-0 _I_ 12-2-8 _1 40- 0-0 Over 2 Supports R= 1557 U=483 W=8" R=1557 U=483 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTYil FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND - w R`/ itESPRIORTOTC L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 1 BRACING. REFERTOHIB-91 (HANDLING 1N STA LLING ANOBRACING). PUBLISHED BY TPI (TRUSS PLATE G. V PERFORMING THESEDFUICOTIONS. LESSTOTHERMISEOINDNCA7ED, TOPlGHOROFOSHALLFHAVEFPROPERLY ATTACHED rV'S FIC,4T i T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMBER CO STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i200FTRUSSDIVISION IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 222 f N6.49704 Bl. DL 1Q. Q PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '* * 3. 2722 SOU' I7i APQF'.KA BLVD: BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND l B C LL Q , D PSF F SL T - E N G W M R APOPKA FL92703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNS STATE OF / 407 ,2J9 1:622 CONNECi0RSSPECIFICAT1AREPURL MADESOF D20GA 7ASTMMA653AGR40R GALVANSTEELPAPEREXC EP7IASION) NOT ED AND TP I. A PPLYACONNEC TORS TO 5 V R f TOT .LD. 37. 0 PSF SEQN- 20219 FAx.407-299-9T 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON.THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING .....;.. D U R. F A C. 1.25 FROM S L C DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ;! RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .; .......... CERTIFICATE OF-AUTNOREZ TION#921:8' COMPONENT FOR ANY PARTICULAR DUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER -- - "' ANSI/TPI 1- 1995 SECTION 2.IuI id- 03--- SPACING 24.0" JREF- 1S4G352_Z04 ZLl3lB R10) I H I b UWG FKtfAKtU I-KUM LUMPUILK 1NVUI (LUAL) n U1ML IVJ1UrvJ) JUMM1i ILU UY iMUJJ mrn TOP CHORD 2x4 SP 2 120 MPH WIND, 12.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2. 5X4 = 5X6= 2.5X4 % 2.5X4 6 r —1 6 9-4-0 2X4111 — — 5X — 2X41115X8= 5X6= 8= 3X6 (Al) 3X6 (A1) 1-4-0 1-4-0 H ty I 11-0-0 I 18-0-0 I 11-0-0 1 40-0-0 Over 2 Supports '1 R=1557 U=485 W=8" R=1557 U=485 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 ____..., __QT.Y.:.1 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'0 N0FRIG OR.. SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO STRUCTURAL PANELSPERFORMINGTHESEFUBOTTOMSCHOROESHAOLLHHAVESAPROPERLYD- TACTopHEDORDIGIDALL HAVECEILINGPROPERLY ATTACHED IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO14 THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI : OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PA ER ASSOC IAT IONI AND TP 1. ALPINE FUNNECTORS ARE MADE OF 20GA ASTM A65O GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONVECTORS TO EACH FACE Of' TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS Y Z FICq r N04y2,704 7[ _ STATE: .OF jS )( sf a`j' _ a yO RI,.• t1 i T C T C B/C- B 1 T 0 T L L D L DL L L L D . 20.0 7.0 10.0 0 37.0 0 P S F P S F PSF P S F f S F R E F R 3 5 2-- 2 0 6 8 2 MYTH LUMBER CO: :: F200F7CRU53Owl 31ON2722 56VM APOPKA BLVO APOPKA FL 32703 4q7 299 , 622 FAX:: 407299.9153 : PROFESSIONAL ENGINEERING;: DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T E N G / W M R S F Q N - 38582 D U R . F A C . 1.2 5 FROM S L C SPACING 24.0" JREF- 1S41352_Z14 CERTIFICATEbF:AUnl0RIZATION #9218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. r LZZ1J1b - K11-Z['LY) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x6 SP #2: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 41.33 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.33 BC 2508 LB Conc. Load at 11.60 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, 5X6= 2X4111 M1J UNU FKtf AKtU rKUM UUMYUILK INFUI (LUAU) 5 U1MLIVJ1UI1J) JUbM11Itt) BY IHUJJ Mt-K. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 2.5X4_ 5X6_ 5X6= 2X4111 2.5X4 6 6 B1 _ 9 4-0 7X10= 2 5X4= 2 5X4= 2X41112.5X4= — 5X6= — 4X6(Al) _ 3X6(Al) _ 1-4-0 1-4-0 H rJ 10-1-0 _I_ 19-10-0 _1_ 10-1-0 _I 40-0-0 Over 2 Supports R=3346 U=1630 W=8 R=2277 U=938 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 T.Y'' FL 1 - R - Scale=.1875" Ft. WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HI891 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _` Q T C L L 2 0.0 P S F R E F R 3 5 2-- 2 0 6 8 3 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON. WE 53719). FOR SAFETY PRACTICES PRIOR TO y.pZ FIC,gr %.. PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TIC D L 7 . PSF DATESMYTHLUMBERC.O STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. {, ND 42;704IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 1 0.0 P S F D R W SLTUSR352ROOFyiRUSSlIV15(O!!: : PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '*': }* 2722:SOUT'H APOpKA BLVQ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND S: gTA-:OF fAP.OPKA. FL. .32703..! BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN) A j ;! B C L L 0.0 P S F S L T- E N G / W M R SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCATION) AND TPI. ALPINE - • 4no7zss-,15zz g ,,OR10,. .LD. 37.0 PSF SEQN- 20210CONNECTORSAREMADEOF20GAASTMA653GR40GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO pp TOT407-29991 53 .: EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER '.Vspt PROFE: S,SIONALENGINEERING 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS -: TI CERFICATEOF AlfT1iC)RRA710N Jt921:8: COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER '- ANSI/ TPI 1-1995 SECTION 2. SPACING SEE ABOVE JREF- 1S4G352_ZO4 4zzljlb - K12) TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. I ITIJ UWU NKt1'AKLu rKum uurwUItK INf Ui (LUAU3 a Uil-IE11 —11i ) auorll' — —11 1" "- 120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8 5X6= 2.5X4= Zm 2 X 4 T2 T3 2X4 6 r A) 6 5X6= 3X8= 5X6= 5X6= 3X6(A1) = 3X6(A1) 1-4-0 1-4-0 h 7 9-0-0 I 22-0-0 _I_ 9-0-0 _1 40-0-0 Over 2 Support R=1557 U=487 W=8" R=1557 U=487 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - - :0TYal FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1; NOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAFER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR-00 GALV. .STEEL. E%LEFT AS NOTED. APPLY CONTO EACH FACE tF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER M•,R t F CR .4Tf. G fi f .:No.42704 e; ;STATE bF G/.t 0 R,OP.'r n T C T C BC B C TOT L L- D L DL L L L D. 2 0.0 7.0 10.0 0.0 37.0 P P PSF P P S F S F S F S F R E F R 3 5 2-- 2 0 6 8 4 D AT E 0 7 / 14 / 03 SMYTH LUMBER CQ Fi OFTRIISSLlY15ION**IMPORTANT** 27ZZ SeuTH APCJPKA BIND '. APOPKA FL 32703 .: 407 299-t 622 FAX:: 407299=9153 DRW SLTUSR352 S L T - E N G / WM R S F O N- 37754 D U R F A C . 1.25 FROM S L C. P -;: ROFNA ESSIOLENGINEERING: 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 N SPACING 24. 0 " J REF 1 S 4 G 3 5 2_Z 0 4 CERTIFICATE OFALTTIHORIUTTON4W18COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. LL13/FS tt13) IMi3 uwu rNLrANCU rNUM I,UPIYUICN IIVrUl (LUAU) G UIPluvJIUwJ) Duor1111CU I3T INUJJ 19rN. TOP CHORD 2x4 SP 2 T2, T3 2x6 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, AWE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x6 SP 2 B2`2x6 SP SS: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSI=, WIND`BCDL=5.0 PSF. WEBS 2x4 SP 3 W3, W9 2x4 SP #2: 1 HIP SUPPORTS 7-0-0-JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.55" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 20-0-0. 5X4(A4) 5X4 (A4) 1OX10 (R) % 3X4= 7X6- 3X4= 1OX10 (R) /// i IN ---- —14, 02 X 40 imompAlp:1 2.5X4 = HS612 = B2 3X8= HS612 = I '2.5X4 5X4 (A4) A4) 1-4-0 1-4-0 L_ 7-0-0 _I_ 26-0-0 _I_ 7-0-0 J 40-0-0 Over 2 Supports R=3091 U=902 W=8" R=3091 U=902 W=8" PLT TYP. High Strength, Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - OT:Y::1 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING ANDM .eNWK- T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 8 5BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE , INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. NI 53719). FOR SAfETY FRACTICES PRIOR TOa9: PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED IF CiT C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTHLUMBERCQSTRUCTURALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F200FTRI) SSn1VI5ION:: **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F Hd 42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOVrii APQF'KA BLVb : BUILD THE TRUSSES IN CONFORMANCE WI TN TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA FL 32703 :: BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S+rOF }' B C L L 0.0 P S F S L T - E N G / W M R 40i 299=1:522 .: SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE L S CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •44.4aPj T 0 T . L D . 3 7 . 0 P S F S E ON - 37737 FAx_; 407 299-91 53 ;i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER O `' PROFESSIONAL ENGINEERING DRAW INGS 160.A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGs/QNAL -' D U R . F A C . 1.25 FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS ::.: GER- IFICATE OFAUTHORIZAT10N 49218: COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Ju1: 14... SPACING SEE ABOVE JREF- 1S4G352_ZO4 L - 4LL1.31b - K14) 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) TIC From 54 PLF at -1.33 to 54 PLF at 11.54 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 11.54 TC 400 LB Conc. Load at 10.67 62,M I III UWU r1NtFAKtU rhUPT LUMFUILM INVUI (LUAU) rx UIPItNJIUINJJ ZUUPIi IItU UT IMUJJ Pirrc LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 10.85 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 6F— 0-6-1 9-4-0 2 X 4 III 5X4 (B2) 2X4(Al) L<1-4-off I_ 6-0-0 _I_ 5-6-8 11-6-8 Over 2 Supports R=548 U=290 W=8" R=784 U=386 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QT:Y.!4 FL 1 R - Scale WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLINf. AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'q NOFR10 DR., SUITE 200, MADISO N. WI E3719). FOR SAFETY PRACTICES PRIOR TO FERfORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY .DEVIATION FROM THIS DESIGN; ANY FAILURE TO Rryj t, t lFl vq" G' Sl---!%' `Ip 777 f No 4270a 1.- i T C T 1. gC L L D L DL 20. 0 7. 1Q. 0 0 P S F P S F PSF R E F R 3 5 2 _- - 2 0 6 8 6 S MYTH:.LUMB.ER CO ' : F200F' TRUSSI 1V SION - DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G / W M R 2722SO.IJiH APOPKA BLVD APOPH: A FL 32703 .: 407 , 2JJ-1 5ZZ :: FAX . 407 ,299.9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NIiH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AN MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO acN FACE O!= TRUSS, AND UNLESS OiH ERW1SE LOCA 7ED ON THIS OE SIG N, POSITION CONNEC TORS PER, t STATEQFQy V R,!. 4 B C T 0 T. L L L D. 0. 0 37. 0 P S F c- PSF S F Q N- 21331 D U R F A C . 1 . 2 5 FROM c SL C PROFESSIONALENGINEERING;:. CERTIFICATE OF:ALiMOA¢hTTON ii92113 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. C Jui 14-'03 SPACING SEE ABOVE JREF- 1S4G352_Z04 L,IeJJI 3 - Ki:)) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND. BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 4X6= fi13 UNU rrtLrAmCu rRUPI uu19rUICR 11Vrui 1LUNU3 IX U 11'IC113 I uPI3J 3uDI-lII ICU DI IMU33 19rm LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 11.54 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 11.54 TC 321 LB Conc. Load at 5.00, 7.00 BC 148 LB Conc. Load at 5.00, 7.00 6 6I— 0 6-1+9-4-0 2. 5 X 4 = 2X4 III 2.5X4(A1) 5X4(B2) LC1-4-0>J I_ 5-0-0 _I_ 2-0-0 _1_ 4-6-8 _I 11-6-8 Over 2 Supports R=978 U=596 W=8 R=892 U=529 W=2.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 ,. OTYtil FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO BR., SU I7E 200. MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO AwI- AS IFI_Y. f' j4 NO AiZ%O ' TC TC BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 8 7 SMYIH LUMBER CO y fZOOFTRUSSWIVISIOV : DATE 0 7 / 1 4 0 3 DRW SLTUSR352 SLT- ENG WMR 2722:SOLfEHi APOPKA BLND AP. OPFCq FL .:32703 _ i107 299.7 522 FAX: 407 299-91 53 - :. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CO NNECTORSTOA EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS BE SIGN, POSITION CONNECTORS PER s, ' STATE OF •C -. 5: .. Q R\Q .. wif7 i:i SOIUAI'E.. BC T O T LL L D . 0. 0 3 7.0 PSF P S F S EON - 38523 D U R F A C . 1 .25 FROM S L C PRC3FESSIONAL:ENGINEERING ... CERTIFICAT[ OFAUT/iORRATON'#921:8' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AHD USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2.Ji11. 14 03 SPACING 24.0" JREF- 1S4G352_Z04 LZZl-ilb - K16) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T 2-4-7 1 I H I S UWG PRE PAR tU rRUM LUMP UItH 1NVU1 (LUAU) & UIMtNJIVNJ) JUMM11ItU BT IKUJJ MrK 120 MPH WIND, 15.18 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6=110 6 F— 6 2. 5X4 0 2. 5 X 4 T 2- I4- 7 0 0 2X4111 2X4III 2 . 5X4 = 2. 5X4 = r8-12 1-4-0Y 4-7-8 _1_ 4-7-8 _I 9-3-0 Over 2 Supports R=423 U=274 W=1.5" R=423 U=271 W=4" PLT TYP..Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY.::4 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BP.ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A I v FI(• . iY% fG: i :No 4270.4 + : T C T C BC L L D L DL 20 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 8 8 SMYTH LUMB. ER CO. ROOF TRUSS DIVISION ; :[.**IMPORTANT** DATE 0 7 / 1 4 / 0 3 DRW SLTUSR352 ESLT- NG WMR272250UTHAPbpKABLVD ! APO P, N:A FL 32703 407 299-i 522 .::•'••. FA7C.:407-2,9H-5153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HAND RIG. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESI f,N CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMER5CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE 04 TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t STATE OF ' S /:` Q.+.W (vOR1Q.• ; BC T 0 T LL L D . 0.0 3 7.0 PSF P S F S O N - 20158 D U R F A C 1.25 FROM S L CPROFESSIONALENGINEERING!: :: CERTIFICATE cw AU7FIORILTrio Taw 1'8: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 SECTION 2. SOiI AL .._ JO1 1 4: 03..-.... SPACINGANSI/TPI 24. 0 J REF - 1 S 4 G 3 5 2_Z 0 4 LCL15/13 K1/) in13• uwu rKr rMKw rKUM i,urirUIrN 1rvrui (L,UMv3 a uiME1131 Uiv 3/ 3u0111 iw 0I IMU33 Pir n. TOP CHORD 2x4 SP 2 120 MPH WIND, 15.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WI0 TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. 5X4= 5X4= 6 r 6 2.5X4 0 2.5X4 T T 2-4-7 2-4-7 wN 2X4 III 2. 5X4 = 2X4 III Lin-0 2. 5X4 - 2. 5X4 L<1-4-01 Q-10 QC7t1-4-0J 1_ 3-11-8 _I_1-4-0_I_ 3-11-8 _I 9- 3-0 Over 2 Supports R= 422 U=274 W=1.5" R=422 U=272 W=4" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY::1 FL 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 DCNOFRIO DR „ SUITE 200, MAD ISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO'F PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ; ANY FAILURE TO VY fGf No 42704 T C T C BC L L D L DL 2 0. 7. 0 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 8 9 SMYTH. LUMBER CO:. FZOOF:(' RUSSn1VISION :: DATE 0 7 1 4 0 3 DRW SLTUSR352 S L T - E N G / W MR 272250.Lt11H APOF'.FG4 BLVD APOPKA FL 32703 .' 497 299-1Tj22 .: F. vc:40729.. . BUILD THE TRUSSES IN CONFORMANCE NI iHTPI: OR FABRICATING. HANDLINf,, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. AFPIY CONNECTORS TD EACH FACE OF TRUSS. AND UNLESS O7HE RWISELOCATED ON THIS DESIGN, POSITION CONNECTORS PER j .. tTA 4F Q` 4 O RIOP f' O B C TOT. L L LD. 0 37. 0 0 P S F PSF SEON- 20188 D U R F A C . 1.25 FROM S L C PROFE5510NALENGINEERINGCERTIFICATE OF AUTYTORILATION 9921 8' DRAWINCS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFONSIB [ L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU IiABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR 8UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. NA`: Jul 14 '03 - SPACING 24.0" JREF- IS4G352_ZO4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 06= 6 F- 2 X 4 III 2X4(Al) 5X4= l 6 3X4= 2X4(A1) THIS UWG FRtFAHtU FRUM UUMPUIER INPUT (LUAUS 5 UIMLNJIUNJ) JUbMIIILU by IKUJJ MFH LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.33 to 54 PLF at 10.67 BC From 4 PLF at -1.33 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 9.33 BC From 4 PLF at 9.33 to 4 PLF at 10.67 TC 8 LB Conc. Load at 3.09, 4.67, 6.24 BC 10 LB Conc. Load at 3.09, 4.67, 6.24 LC 1-4-0 0 10- 0-10- 1-4-0Y 1— 2-0-0 _I_ 5-4-0 _1_ 2-0-0 _1 9-4-0 Over 2 Supports R=450 U=292 W=1.5" R=450 U=292 W=1.5" 14-0-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O:T:Y::1 FL 1 R Scale 375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND M : T C L L 2 0. 0 P S F R E F R 3 5 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED r Ri/y TIFI(„.` / I TCD L 7. 0 P S F DATE 0 7/ 1 4/ 0 3 SMYTHLUMBERCO. STRUCTUR A{ PANELS, BOTTOM GHDRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 fG T P DRW SLTUSR352 ROOFTRUSSUIVSIONIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No 42704 BC DL 10.0 PSF 2722 S64M APOPKA BLVD PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH SHIPPING. 1 7C7. . * ' S L T- E N G / W M R TPI: OR FABRICATING. HANDLING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS DESIGN i BC L L 0.0 P S F APOPKAFL32703a072991622 NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE: 5,TATE DF c FAX53 CONNECTORS ARE MADE OF 206A ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. -APPLY CONNECTORS TO EACH P A 0 R1O TOT. 37.0 P SF S ON 13792 407-299-9.1FACEO.FTRUSS, AND UNLESSOTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R. F A C. 1.25 FROM S L C DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING FROFE55IONAL ENGINEERING: RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORQATION #92 IB: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J U7 .1.4:::: 1S4G352_Z04 ANS17TPI 1-1995 SECTION2. SPACING 24.0" JREF- LLC1.5/ES — K I J ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 22.25 BC From 20 PLF at 0.00 to 20 PLF at 20.92 BC From 4 PLF at 20.92 to 4 PLF at 22.25 TC 400 LB Conc. Load at 0.58 3X4( 5X4= IM1J UIVU H'KtNAKLU YKUM LUMYUILK IIVYUI LUAU_ 6. U1ML14ZIVIVJ) JUbMllItU GY IKUJJ MFK. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 12.02 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 9-4-0 L1-4-2j i< 20-11-0 Over 2 Supports R=1155 U=437 W=3" R=870 U=329 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QT:Yi4 FL 1 R - Scale=.3125" Ft. is WARNING'S TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 70 HIB-91 (HANDLING INSTALLING hN0 BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOFR IO DR.. SUITE 200, MAOISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j Y 11F1 G -1 . [ NO 42704 TC TC BC L L D L DL 20.0 7.0 10.0 P S F P S F. PSF R E F R 3 5 2-- 2 0 6 9 1 MYTH: LUMBER CO IMPORTANT`* FiOOF:TRU$S:C 1VISION-: : DATE 0 7 / 1 4 / 0 3 DRW SLTUSR352 2722SOu'TH AP.CFF'KA BLVD: : iFOPKA FL ;32703, 407 299 7;522 FAX.: 407 299-91 53 ': BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABR ICA7ING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 1 STATE OF 1[, t O RA. v S NA1E B C T 0 T. L L L D. 0. 0 37. 0 P S F P S F S L T- E N G W M R S E Q N- 20290 D U R F A C . 1.25 FROM S L C ' PROFESSIONALENGINEERING .. ZERTIFICATE OF AUTHOR PATON 4F921 6- DRAWINGS 160 A- Z. THE SEAL:ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI)TPI 1- 1995 SECTION 2. Jui 14 0 " " "' SPACING SEE ABOVE JREF- 1S4G352_ZO4 LLL15/[S KZU) INIJ UWU rrctrAMCU -mur, lvrwuICR inruI LLUMUz a JI1-1 i —11) a TOP CHORD 2x4 SP #2 120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 4X6= 0-6-11 3X4 (B2) er 2.5X4(Al) I 8-7-0 I 3-4-0 1 9-0-0 I 20-11-0 Over 2 Supports 'I R=764 U=227 W=3" R=861 U=307 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - OT:Y::1 FL - 1 - - R Scale=.3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND - T C L L 2 0.0 P S F R E F R 3 5 2-- 2 0 6 9 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE j INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAOISO N, XI 53719), FOR SAFETY PRACTICES PRIOR TO - '1(F`+'• 'I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 4j. F T C D L 7.0 P S F DATE 0 7/ 1 4/ 0 3 SMYTH LUMB. ER CO :: STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Fi00F:TRlISS U,IVISION t'IMPORTANT`t FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I ,NO 4270.4 . S DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B C D L 1 0 . 0 PSFF 2'722 SOUTH AP6YKA BLVE) BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ... l B C L L 0. D P S F S L T- E N G W M RAinoirAFL32703BRACINGOFTRUSSES. THIS DESIGN CONFORMS WITH AP FL ICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF 1 AkSPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE ., I 4O7 298 1 G22 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T . L D . 37.0 ,P S F S E ON - 20296FAx.;j4072999153 : `EACH FACE 'JF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES AC CEFTA NCE OF PROFESSIONAL ENGINEERING NEERING ss/NAIRESPONSIBILITY SOLELY DUR.FAC. 1.25 FROM SLC FOR THE TRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS :-- CERTIFIGATE OF: AUTHORIZATION # 9218 ANSI/TENT 1FOOR ANSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER JUj 1:4- -U3 - ""'" SPACING 24.0° JREF- 1S4G352_Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LZZ13/d - KZ1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-6-3 5X4(B1) 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND •BCDL=5.0 PSF. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS DAB" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 14-0-8. 5X4= 2.5X4= 5X4= 4 - U 21-0-0 Over 2 Supports R=1536 U=566 14=4" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 7.01. WARNING'** TRUSSES RECLINE EZTRENE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BLSI 1-03 (BUILOINC, COMPONE NI SAFETY INFORMATION), PUBLISHED BY TPI (iRllSS PLATE INSTITUTE. 5B3NG O'0110 RIO DR.. SUITE 200, MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AME RICA. 6300 ENTERPRISE LN, np BuildingMA015DN, WI 5J719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 9TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLHAVEAPROPERLYATTACHEDSupplyRIGIDCEILING. IV- E-1—m Y 01RLANDOTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE DBA Sw.,TH L r — Co TRUSS IN CONFORMA IICE WITH -TPI; OR FABRICATING. HANDLING. 5HIPPIHG. NSTALLING & BRACING OF TR LISSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE -PROVISIONS 11F IDS (NATIONAL DESIGN SPEC. BY AF&PA) ANO TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/1B(16GA (IJ.H/S/K) AS TM A653 GRADE N0/60 (W, K/H,S) GAPE. STEEL. APPLY - 407- 299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAW7NG5 160A-Z. ITFAX: 407-299-9 1 53 ANY INSPECTION OF FULL OWED BY (1I SHALL BE PER ANNEX AJ OF TPII-2002 SECA A 5EAP ON THIS P R OF ESSIONAL ENGIN EER IN GINSDRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE5PLINSIBILITY SLILELI' FOR THE TRUSS COMPONENT C ERTIFICATEOF AUTHD N#921E3 DESIGN SHOIJN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BIII LDI NG IS THE RESPONSIBILITY Uf THE BUILDING OESIGNER PER AN51/TPI I SEC. 2. - 3- 10-3 0- 4-3 9- 4-0 3X6( Al) 1 4-0 R= 1608 U=615 W=8" 418. 1 OTY:1 FL 1 R Scale=.3125" Ft. a+ \ Q••....:.,R.4i No.42704 6 STATE OF ; t` 0 R 10•.• . c,S'.•••....•\ NA1. Jun 17 '04 TC LL TC DL BC DL BC LL TOT. LD. 20. 0 7. 0 10. 0 0. 0 37. 0 PSF PSF PSF PSF PSF REF R352-- 4555 DATE 06/17/04 DRW SLTUSR352 04169273 SLT- ENG WMR SEQN 54340 OUR. FAC. 1.25 FROM SLC SPACING SEE ABOVE JREF- 1SDV352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. F CHORD 2x4 SP #2 CHORD 2x6 SP SS WEBS 2x4 SP #3 :W3, W4, W8 2x4 SP #2: IAL LOADS LUMBER OUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BC From 20 PLF at -3.00 to 20 PLF at 0.00 BC From 412 PLF at 0.00 to 412 PLF at 8.92 BC From 20 PLF at. 8.92 to 20 PLF at 10.08 TC 450 LB Conc. Load at 1.00 TC 423 LB Conc. Load at 1.00, 3,00, 5.00, 7:00, 8.00 4-8-0 2.5X4= 2X4III 2 X 4 III LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 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. CALCULATED VERTICAL DEFLECTION IS 0.04" DUE TO LIVE LOAD AND 0.04" DUE TO DEAD LOAD AT X = 3-7-15. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W3 6 X 6 2X4111 2.5X4= 010Li W4 2-8-0 W8 9-4-0 4 X 6 ( R ) III 4X12= 4X10= 3X411 111 13- 1-0 Over 2 Supports R= 1173 PLF U=578 PLF W=3-3-0 R=2508 U=1235 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. 0©®' REFER TO BCS1 1-03 (B IIILDING COMPONENT SAFETY INFORMATION), PII BLISMEDBY TPI III USS PLATE INSTITLITE, 513 D' DN0 RIG DR.. SUITE 200. MADIS0 , III 537191 AND II TCA (WOOD TRUSS O)UNLIL OF AME RICA, 6300 ENTERPRISE LN. Building MADI SON, WI 53719) FOP. SAFETY PRACTICES PRIOR TO PERFORMING THE5E FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRULTIIRAI PANELS AND BOTTOM CHORD HAVE A PHOP111Y ATTACHED Supply SHALL RIGID CEILING. aR ElEYc O RLANDOTRURU55 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIOII FROM THIS DESIGN: ANY FAILURE TO BUILD THE DRA SM H LUMBER CO TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING A BRACING OF TRUSSES. 2722 AP0PKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT I DNAL DESIGN SPEC. BY AFFPA) AND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PIATES ARE MADE OF 20/1B/16GA (W,H/5/K) ASTM A653 GRADE 40/60 (W, P/H, 5) GALV. STEEL. APPLY 407- 299-1 522 PLATES TO E9CH FACE OF TRU55 AND, ll llLE55 OTHERWISE L0 AT CO UN THIS DE 5IGN, POST TI01! PER O0.AWINC.S ISZ. FAX: 407-299-9 1 53 ANY INSPECTION OF PLATE S FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TP11-2002 SE C. I. 'A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY ILI EIY FOR THE TRU55 COMPUNE Ni CERTIFI CATE OF AUTHORI7ATION#921B DESIGN SHORN. THE SUITABILITY AND USE OF THIS COMPONENT' FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGt1ER PER ANSI/TPI 1 5EC. 2. 6. 33.0716 QT No. 42704 0.•, 8cTpTE0 P•.` ONA1. Jun 17 '04 4- 8-0 FL 1 R - Scale =.375" Ft. TC ILL TC DL BC DL BC ILL TOT. LD. 20. 0 PSF 7. 0PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R352-- 4556 DATE 06/ 17/04 DRW SLTUSR352 04169274 SLT-ENG WMR SEON 32268 DUR.FAC. 1.25 FROM SLC SPACING SEE ABOVE JREF- 1SDV352 Z12 F- - IcZu.sils - Vie 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 2X4 III 6(— D1) 13 10-8-3 MAN 120 MPH WIND, 12.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WINb TCDL=3.0 PSF, WIND BCDL=5.0 PSF. I 6-0-0 Over Continuous Support R=74 PLIF U=30 PLF W=6-0-0 PLT TYP. Wave TPI 95 R D e s i g n Crit: TPI STD FLBC 6.10 O:TY::2 FL 1 R Scale 375" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING -AND BRACING). PUBLISHED OY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR STRUCTURAL PANELS. BOTTOM SCHORDUNLESHALL HHAVE SA PROPERLYDATTACHEDORIIIGIDRD ACEILING,LL HAVE PROPERLY ATTACHED IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ND.42704 T C T C BC L L - D L DL 20.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 9 5 DATE 0 7/ 1 4/ 0 3 SM YTH LUMBER CO. ROOETRUSSI IVISION DRW SLTUSR352 S L T - E N G / WM R2722SO1JP'H APbPKA E1. APOPKA. FL i327O3 4Q7 ,29J 1 522 :: FAX. 407.299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. iHiS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P051TION CONNECTORS PER 7{ STATE OF - JN y 00 1 BC T 0 T L L L D . 0.0 37.0 P S F P S F S EON 38718 D U R. F A C- 1.25 FROM S L CPROFESSIONALENGINEERING.: ;;: I: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING`sSOj p RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITABILITYAND USE OF THIS SPACING 24 0 J R E F 1 S 4 G 3 5 2_Z 0 4 r- FRiFLCATE OF AUTHoRILVT10N:4t9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1-1995 SECTION 2. Ju l- 1'4 Q;j TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 1-- 2X4 III 2X4 (D1) 2 X 4 III 4-0-0 Over Continuous Support R=74 PLF U=45 PLF W=4-0-0 10-8-3 I Nib UWti rKtrAKLU rlt UPt INFIrUILK IINVU1 kLUAUJ /r UII-ILIVJIUIN3) ZUUMII ItU oI IKUJJ I-Ir K, 120 MPH WIND, 11.83 FT MEAN HOT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - QT:Y::2 FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANDM.., T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 6BRACTNG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITU7 E, 503 D'O NOFRIO DR., SUITE 200. MADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V:T'FICq( T C D L 7.0 P S F DA T E 0 7/ 1 4/ 0 3SMYTHLUMBERCO : STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L IV.... —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :NO 42704 : ' BC DL 10.0 PSF DRW SLTUSR352ie00FITRU55PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 = 1 2722 SOUTH APOPKA BLVDi'. ! BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 7C y. 7C gPOFKA FL :32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN % +'''1 C' OF BC L L 0.0 P S F S L T - E N G / W M R 11 :. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S: 497 299 t 522 rCONNECTORSAREMADEOF2OGAASTMA653GR40GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO R'O T 0 T . L D . 37.0 ;P S F S€ ON - 38721FAX:,:407 299-91 53 ::'EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TEL DESIGN. POSITION CONNECTORS PER '•., .' PROFES51ONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ;, D U R . F A C . 1 2 5 F ROM S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUI-HORQ?.710N#92 18 .COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. - SPACING 24.0" JREF- 1S4G352_Z04 k LLL 13/0 - V.3) TOP CHORD 2x4 SP #3 , BOT CHORD 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F-- 3X4= 2X4(Dl) _ 6 2X4 (D1) 15-8-3 2-0-0 I 2-0-0 1 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 I,l1 -. M1C- CU I.0 "I, U.- ( rI, kl-1 11 11 LU OI IMUJJ I-IFR. 120 MPH WIND, 16.33 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WINB TCDL=J.O PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 - OTYa1 FL - 1 - R - Scale=.375"-Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING,. SHIPPING. INSTALLING AND BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'O NOFRIO R. SUITE 200. MADI$ON, MI 57719). FDR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINE EREO PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO t'F'C' V G F It .No 42704 '- T C T C BC L L D L DL 2 0. 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 2 0 6 9 7 SMrrH LUMBER CO i200FTRUSSL% (VISION:: DATE 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T - E N G WM R2722SOLFMAPOP.KA BLVD. APOPH:A FL.32703 4 7 Q99 1g22 FAX 407299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECCONNECTORSIONAREPMADESOF 020GATASTMMA 693A GR 40R CALV. S7EE LPAPEREXCE PTASSOCIATIONNOTED- TAP PL YALPINE C ONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHE RW[SE LOCATED ON THIS OESiGN, POSITION CONNEC TORS PER ESTATE OF :. f B C TOT. LD. L L 0 37. 0 0 PSF FPSF SEON- 36093 D U R F A C . l..25 FROM S L C PROFES,SIONAL ENGINEERING .::: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1v'NA1. SPACING 24.0" JREF- 1S4G352_ZO4 CERT7FICA1'E OFAUTFiC7RiU.TON'#921:8' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. Jul 14>'u - i k LCCIJID - V4f TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6 F-- 6 2X4 (Dl) = 2X4 (Dl) 2 X 4 III l— 4-0-0 1_ 4-0-0 _I 8-0-0 Over Continuous Support R=74 PLF U=27 PLF W=8-0-0 I U1J LrryU RG1-HRIU II VI r n r LVHUJ rr • rr] v ,iair , ii. .. ,. .. i,. ,.. 120 MPH WIND, 15.83 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50'FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI-95 R Design Crit: TPI STD FLBC 6.10 OTY::1 FL 1 - R - C Scale =.375" Ft - WARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TOINSTITUTE.. 683 D'ONOFRIO DR. , SU RE 200, MADI SON, NI T3719), FOR SAFETY PRACTICES PRIOR EDPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, 70F CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M .•R QtIFICM /L TT /('`iM' T C T C L L D L 20.0 7.0 PSFF PSF REF R 3 5 2-- 2 0 6 9 8 DATE 70 / / 1 4 / 0 3 c+ :'. SMYTH LUMBER CO D R W SLTUSR352ROOF:TRUSS U.IYIBION ...: 2722 SOvnH APOPKA SLVD . :' APOPKA FL 32709 :: IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j ,N 4270/ i jSTATE'OF B C BC D L L L 10.0 0.0 P S F P S F S L T - E N G / WM R FS.t 0 N 3 6 0 9 1ag7299-1522 4072999153 :: SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPE0. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By ASTM A663 GR40 CALM. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Sy(a Q`fOR,0 •• a T 0 T L D . 3 7.0 r S F D U R F AC . 1.25 FROM S L CPROFESSIONALENGINEERING:_::: 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 SPACING 24.0" JREF- 1S4G352TZ04GEKTIFICATEOFAUTHORIZATIONYF9216COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1 1996 SECTION 2. tu1.:1:4: L661Ji0 - T11) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-4-3 ini3 unu rrttr„ntu rnvri wnruirm iivrvi LLVIAU3 a U11-2I131U143) 3U 151.1111 tU t5Y IRUJJ MF R. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG 'LOCATED ANYWHERE IN ROOF, CAT TI, EXP B, WIND TCDL=5.0 PSf, WIND'BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L,— 1-10-10 9-10-13 _I 9-10-1 Over 3 Supports R=393 U=217 W=11.314" 1 -10-3 R=217 U=189 3-9-15 0 R=322 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OT:Yi4 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPINGIFPING. INSTALLING AND .,, T C L L 20.0 P S F R E F R 3 5 2-- 2 0 6 9 9BRACING. REFER TO HIB -91 (H ANDLINf, INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 11 1.] h' jINSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR 70 j '('J F(` "/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y1fG -%' T C D L 7.0 P S F DATE 0 7 / 1 4 / 0 3SMYTHLUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 11 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t * S N642704 g C D L 10.0 - P S F D R W SLTUSR352 HOOFTRUSSLUIVI$jON : PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR 'ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO qq ZM SOUTH APOf'IA BLVD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND AP, OPKA FL,:3Z7O3 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN -STATE ;OF tC' BC LL 0.0 PSF SLT-ENG /WMR 407 Z99 1 62ZSPECIFIC AT, PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS7M A653 f,R40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO iil%-Z., A 0 T 0 T . L D . 37.0 P S F S EON - 20309 FAX:: 407 299-9 1 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING ! DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NA t D U R . F A C . 1 .2 5 FROM S L C RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF ApT1NORRAT10N it921:8: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 1995 SECTION 2. Jul 1'4 03 SPACING SEE ABOVEJ JREF- 1S4G352_ZO4 LZel_ilB - HZ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 INIJ UYIe, VMLVAKLU rKUM 1_UMVUILK INVUI (LUAU) a Ulri[nZDivn-I UDI-ll- LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND TIC From 54 PLF at -1.82 to 54 PLF at 7.01 BCDL=5.0 PSF. BC From 4 PLF at -1.82 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.01 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TIC 13 LB Conc. Load at 1.48 TIC 96 LB Conc. Load at 4.31 BC 1 LB Conc. Load at 1.48 BC 47 LB Conc. Load at 4.31 0-4-3 1 L< 1-10-10 r— 7-0-14 7-0-2 Over 3 Supports— R=447 U=424 W=11.314" 11-10 3 R=211 U=218 2-9-15 R=100 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 O:TY:::2 FL 1 R Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CAFE IN FABRICATION. HANDLING. BRIEFING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.. IMING 583 O'ONO FRIO DR., SUITE 200, hIADI SON, NI 53719). FOR SAF E7Y PRACTICES PRIOR TO STRUCTURAL PANELS, BOTTOMSCHORDUNLESSSHALLHHAVESA PROPERLYDATTACHEDORIGIDALL HAVE CEILING PROPERLY ATTACHED IMPORTANT** -FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IFTICATION PUBLISHED OY THE AMER IC All FOREST AND PAPER ASSOCIATION) AND TF 1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAIV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER r No 47704 ' 1 1 : a ;STATE DF Z. f {( 4 R1o aw TIC TIC BC BC T 0 T L L D L DL L L L D . 20. 0 7. 0 1D. D 0. 0 37. 0 P S F P S F PSF P S F f1c- A S F REF FR 3 5 2-- 2 0 7 0 0 DATE 0 7/ 1 4/ 0 3 SMrrH. LUMBER CO. :: Fi00FTRUSS d1Y15[ON 2722 50lTH APOMA BLVD': AFiOFKA FL 32703 : 4Q7 299 1;522 - FAX:: 407 299-9153 :.'EACH DRW SITUSR352 S L T - E N G / W M R S O N - 38520 DUR. FAC. 1.25 FROM SLC PROFt:5510NA4 ENGINEERING DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING`,• RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AS ONA1. SPACING 24.0" JREF- 1S4G352_Z04 CERTIFICATEOFAUTIHORLZA710N49218: COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2.- J Ui:4 :: LZL1S/b - HS) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 1-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 4.24 f— (}-15T01- 3 0-4-3 1-3R 15U=180 T *LL-0 R=9 U=180 2X4 (Al) L< i -lo -lo -I- 2-9-15--B!!J 2 '-3 Over 3 Sup ts R=123 U=180 W=5.657" Inla Uwu rlttYAll ru rMur1 LumvuIrK IiivuI (LUAU.) a U I Pit IN 3 1 VIA 3 ) "Urn II ItU 131 IKU.).) 'Irn. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 ...... ..... _ 0.T.Y.:.2 FL 1 - R - Scale =.375" Ft. WARNING`" TRUSSES RECLINE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 383 D'ONOFRIO DR., SUITE ZOT. MADISO N, NI 63719), FOR SAFETY PRACTICES PRIOR TO sTRucruRAL FANELSRMING THESEFUBOTIDNCTINSLHORDUALESHALLHHAVESAPROPERLYDATTACHEDTOOROIGIDALL CEILING_PROPERLY ATTACHED IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEY. CONNECTORS ARE MADE OF ZOGA ASTM A653 GA40 GAILY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 N 11 A- j j_ V/ M4274 [' 0SST/L F f R Pfv TIC T C B C B C TOT. L L D L D L L L L D . 20. 0 7. 0 10. 0 0. 0 37. 0 P S F PSF P S F P S F P S F R E F R 3 5 2-- 2 0 7 0 1 SMYTH LUMBER CQ FiO0F:TRlISSCIY SI0N.: : 2722.S007}I APOPKA BLIM, APOPKA FL :32703 : 407299 1522 FAX.: 407 299. 91 53 DATE 07/14/ 03 D R W SLTUSR352 S L T - E N G / W M R S EON - 21335 D U R F A C . 1 .2 5 FROM 0 M c- J L CPR0FE5$I0NAL ENGINEERING -:: DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER ING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS•:!^ SPACING S E E ABOVE J REF 1 S 4 G 3 5 2_Z 0 4 CERTIFPCATE OF AUTCiitoT0N09218ANSI1COMPONENTRTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FOR ANSECTION PA LLL13/b - L1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LX4(Al) L<1-4-0-11F 7-0-12 7-0-0 Over 3 Supports R=359 U=188 W=8" I MIJ Uwtl HMLI'AKLU rKUM L,Ul'II'UILK INVUI (LUAU) r9 UII-IC 113I UIN J7 aUorll I Ir.0 of 1MU3D rirn. 120 MPH WIND, 11.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. l -10-4 R=164 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 I-:::QT:Y::19 FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 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 [N CONFORMANCE WITH 7FI; OR FABRICATING, HAHOLING,, SHIFPING, INSTALLING AND BRACING OF TRUSSES. THIS OESIf,N CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNE CTORSSPECIFICATI AREFMADESOF 20GA7ASTMNIA613AGR40R GAL Y E T All STEEL. EXCE ATI ASI NOTED. TAPPIL CONNECTORS TO EACH FACE RE TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a '\ M .•! w`qA'1(IFIc;. j` C' fG No 42704 i ,: tSTATEOAF ``kS ` J' v. :.: QR1'D ae T C T C BC IBC TOT.LD. L L D L DL L L 20.0 7. 10.0 0. 37.0 D 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 2 0 7 0 2 S mYTH LUMBER L D i200F:TRUSSL tVISION.. 2722 SOUTH APbPKA BLVC)i`. AA KA FL 32703 407 299-1 522, FAX.::407 299 91 53 D A T E 0 7/ 1 4/ 0 3 DRW SLTUSR352 S L T- E N G / W M R SEON- 38729 D U R F A C . 1.25 FROM c- S L CPROFE55,IONAL ENGINEERING... is DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING IND IC ATE5 ACCEPTANCE OF PROFESSIONAL ENGINEER IN6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS v NAL .:. ;. SPACING 24.0" JREF- 1S4G352_Z04GErMFIGATEovAUT190RLzAor4lt92T6- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Iccusirs - c TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11 10-4 R=109 U=180 2-10-3 0 R=48 U=180 L<1-4-0yE 5-0-12 5-0-0 Over 3 Supports R=290 U=180 W=8" I M 1 3 UNU `KLrAMLU rmum 6umruI Cn livrui (L-VAUJ N V 1 I -IC INJ 1 11IYJJ 3U61-LIIfrU IsT InuJJ rir M. 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WINb TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Desi gn Crit: TPI STD FLBC 6.10 QT'Y2 FL 1 R - Scale =.375" Ft. WARNING-* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND A _ .: RA T C L L 20.0 P S F R E F R 3 5 2-- 2 0 7 0 3BRACING. REFER TO HIB -91 (HANGLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 0'O NOFRIO OR., SUITE 200, MADI$DN. N[ 53119), FOR SAFETY PRACTICES PRIOR TO T1FIC PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED f` S :'4r Fn TIC D L 7. 0 P S F DATE 0 7/ 1 4/ 0 3SMYTHLUMBERCOSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V . IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . :ND Z%04 " BC D L 10.0 P S F D R W SLTUSR352ROOFTRUSSLUIVISION: PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722:SOUTH APOPKA E3LVE), 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 sSTATE.:OF :`4- ! UC LL 0.0 PSF SLT-ENG /WMR xio-7 299 :fi22 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' 1 Pf V'. .:. FAX:407 299.9) 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •titi0 R10 S E Q N - 38517TOT37.0 PSF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS FER jA, c PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s ONAt' D U R F A C . 1.25 FROM J L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS "-" nCEHTIFICA7EOFAUT1-10771ZAT10N 119218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. Jul 1:4° 03- .SPACING 24.0 - JREF- 1S4G352_ZO4 J CL L13/D - r 3 ) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6F— 2X4(A1) L<1 -4-0>j---2 - 0 - 1 2-->j 2-0-0 Over 3 Supports R=207 U=180 W=4" 15T0-4 1 4R U=180 LAL - 0 R=10 U=180 120 MPH WIND, 14.52 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP..Wave TPI 95 R D e s i q n Crit: TPI STD FLBC 6.10 QT:Y::4 FL 1 R - Scale =.375" Ft. WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. .REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TOINSTITUTE. HE D'ONOFRIO OR., SUITE HER MAD INDI NI 53719), FOR SAFETY PRACTICES APRIORTTACHEDPERFORMINGTHESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACH EO STRUCTURAL PANELS, BOTTOM CHORD SHALL MAYE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"~ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO R fG '(IFI ' No 4270.4 I I1Y. T C T C BC L L D L DL 20.0 7.0 10.0 PSF P S F PSF R E F R 3 5 2-- 2 0 7 0 4 DATE 0 7 / 1 4 0 3 SMYTH. LUMBER CQ :: fi00FTRUSSL MSION DRW SLTUSR352 S L T - E N G / W MR2722SOIiliAFOPKAMv4:i l APOP.KA FL 32703 . : 4p7 29 1.522 FAx.!40i 2. - I 93 :: 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 DESIGNSTATE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEZ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE O TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER OF i Q" hhQ` fV ., V R V,• ,L j f `` B C T 0 T L L L D 0.0 37 P S F 0 ,PSF SFQN 2 0283 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING: ,,, ::; CERTIFICATE OFAUTHORRAT1ONJt9218- DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1u1i4'03 SPACING 24.0" JREF- 7.S4G352_Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. LLZ13/tS - 1.1 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 0-4-3 y 7— ZX4(Ai ) LE1-4-0:3J 5-0-0 Over 3 Supports- R=290 U=180 W=8" 1118O 4 TR=1 U=180 2-10-3 9-4-0 R=4 =180 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WINS TCDL=S'.O PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IN5TALLING AND BRACING. 0 REFER TO BC51 1 03 (BUILDING COMPONENT SAFETY INTORIIATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3TwiO'ONOFRIU OA.. SUITE 200. MA0150N, NI SJ719) AIID WTCA (HOOD TRUSS COUNCIL OF AIIERICA. 6700 ENTE RP0.ISE LN, Building MADISON, 411 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS LITHEP.NISE INDICATED. TOP CHLIRD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BDTiOM CHORD SNAIL HAVE A PROPERLY ATTACHED Supply RIG 10 CEILING. a11bL5E1.EYc A-y ORLANDOTRUSS IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. 1NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE Den s— Lul,— Co TRUSS IN CONFORMANCE WI TN TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. 2722 APO PKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROYI SIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W. K/H,S) GALY. STEEL. APPLY 407-299-1522 PLATES TO EACH FACE OF TRU55 AND. UNLESS OTNERNI SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. FAX: 407-299 9153 ANY INSPECTION OF PLATES FULLOWEO BY (I) SHALL BE PER ANNEX A7 OF TP11-2002 5E C. 3. A SEAL ON THIS PROFESSIONAL ENGINEERING DRANING INDICATE5 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT G ERTIFICATE OF AUTHORIZATION tk9218 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RE SPON5IBIL IIY OF THE BU ILOIHG DESIGNER PER AN 51/TPI I SEC. 2. 6. 3 3. 0 716 . Z.4u11"L_' 5ft44n_ O T Y: 8 a+aJGPCIFIC;QT' No.42704 g, -0. STATE OF 4` QbANA'Li* Jun 17 '04 FL/-/l/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 2-10-3 Scale=.375"/Ft. REF R352-- 4557 DATE 06/17/04 D R W SLTUSR352 04169275 SLT-ENG /WMR SEON- 22076 FROM SLC JREF- 1SDV352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS. MFR LZZ1 J/b - L Z ) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 0-4-3 4 6 (— R=4ST'U=180=180 1-10-3 Zi R=2U=180940 2X4(Al LE1-4-0,J 3-0-0 Over 3 Supports R=228 U=180 W=8" 120 MPH WIND, 10.10 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD WARNING** TRUSSES REOUIRE EXTREME CARE 114 FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SLITTE 200, MAD150N, WI 5]719) AND WTCA (WOOD TRUSS COUNCIL OF AME RICA, 6JDO ENTERPRISE LN, Building MADISON. WI 53T19) FOR SAFETY PRACTICES PRIOR TU PERFORMING. THESE FLI"'IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEDSupplyRIGIDCEILING. e WOLSELETc ORLAN DO TRUTRUSS IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS, INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OES]GN: ANY FAILURE TO BUILD THE DBA 9,nYTN Lum— Co TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING b BRACING OF TRUSSES. 2722 APOPKA BLVD. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALP114E APOPKA, FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/1GGA (W,H/S/K) ASTM A65J GRADE XO/60 11. K/H,5) GALV. STEEL. APPLY 407299-1 522 PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DE SIGN, pOSITIUN PER DRAWINGS 160AZ. FAX: 407-299 9153 ANY INSPE CT I,OF PLATE5 TOLL OWED BY (I) SHALL BE PER ANNEX A3 OF TP 11-2002 SE C.3. A SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGCiNEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT CERTIFICATE OF AUTHORIZATION #9218 DE SIGH SHORN. THE SUITABILITY AD U5E OF THIS COMPONENT FOR ANY BUILDING I5 THE ftE SPON SIB iLITY OF THE BUILDING DESIGNER PER AN51/TPI i INCE . 2. 7.01.0318 aJ`SIFICq' N0.42704 STATE OF :. 4 0 Jun 17 '04 TY:11 FL 1 R - TC LL 20.0 PSF It TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" T 1-10-3 i Scale=.375"/Ft. REF R352-- 4558 DATE 06/17/04 DR W SLTUSR352 04169276 SLT-ENG /WMR S, ON- 54342 FROM SLC JREF- 1SDV352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Z22137B C2A TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 F 0-6 3 2.5X4(81) 2-8-0 Over 3 Supports R-107 U=180 W=4" 10 10 4 TR=6 U=180 1-10-3 9-4-0 R=27 U=180 120 MPH WIND, 10.52 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. T 1-10-3 i PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 7.01.0318. LQsO%wxwwmw,.0TY:1 FL 1 R - Scale =.375" Ft. S T O C K "WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. wM R T C L L 2 0. 0 P S F R E F R 3 5 2-- 4559REFERTOSCSI1-03 (BLILDING C014POMENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 '> A 0 ONDFR IO DR.. " TE 200. MA0I SON, RA NI 53719) AND WTLA (WOOD TRUSSHESE COUNCIL OF AHE RICA, 6300 ENTE 0.PRI SE IN. r••••••, Building TOPIIN C.HORDWSHALLTHAVEOPROPERLY ATTACHEDSSTRUCTLIRALPPANELSIANDTBOTTOMUCHOP.DNSHALLNHAVE ATHERWISEPROPERLYIAT ACHEDG R'C FICICATED.,grm T C D L 7 0 P S F D A T E 0 6/ 1 7/ 0 4 Supply RIGID CEILING. N•'' B 1I : o. 42704 — BC DL 100 PSF DRW strusR352 04169277 e15bl5ElEYc ^ : r O RLANp0 TRU TRU55 *'IMPORTANT** FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 6+d : STATE OF = 4' B C L L O . O P S F S L T - E N G W M R DBA 9rA rrB LWrnacn Co TRUSS 1N CO1IF ORHAN LE WIT TPI: OR FAD 0.ICATINL. HANDLING. 5HI PPING, INSTALLING b BRACING OF TRUSSES. i • / / 2722APOPKA BLVD. OE SIGIICONFORMS KITH APPLICABLE PROVISIONS OF NOS (HATIDNAL DESIGN SPEC. BY AFb PA) AHD TPI. ALP]NE Q• OR,OP'•(V APOP", FL 32703 CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W.H/5/N) ASTM A653 GRADE 40/60 (W, K/H, S) GALN. STEEL. APPLY /•r py .... \ T 0 T . L D . 3 7 . 0 P S F S E 0N - 54357 407- 299-1522 PLATES TO EACH FACE OF FROS5 AND, IN LE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. v1uA'• FAX: 407-299-9 1 53ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANREN A3 Of TPII-2002 SEC.3. A SEAL ON THIS Y O U R F A C 1 2 5 FROM S L. C PROFESSIONALENGINEERINGDRAWINGINDICATE$ ACCEPTANCE OF PROFESSIONAL ENGINEERING RESP..1IBI1ITY SOLELY FOR THE TRUSS L011PONENT C ERTIFICATEOF AUTHORIZATION #9218 DESIGN 6HDESIGNER THE HERSUITABILITYAND SEC. UZE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Jun 17 04 SPACING 24.0" JREF ISDV352_Z12 LLL13/t5 - L.3) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6 2X4(A1) i 0-IAluU1804 T9-4-0FR=180 LC1-4-0 1-0-12 1-0-0 Over 3 Supports R=234 U=248 W=8" 120 MPH WIND, 9.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0"PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0T:Y:16 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE pM 1" T C L C 20.0 P S F R E F R 3 5 2-- 2 0 7 0 7 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F C' r [` No iZ704 = 7s! STATE: OF J PfVVV4QR%_ T C BC pU C 10 T D L DL L L L D . 7.0 10.0 0.0 37.0 P S F PSF P S F P S F DATE 0 7 / 1 4 0 3 SM*ni LUMB R C.a F200FTRUSSUIVISfON'"IMPORTANT"` 2722:S6U7H APOPi4 BLV6 APOPKq FL.32703 ':: FAX: 407-299-91 53 :: DRW SLTUSR352 S L T - E N G / WM R S E 0 N - 20286 D U R F A C. 1.25 FROM J L CPROFESSIONALENGINEERING CERTIFICATE 0FAUTH0RfZA-EIC)N DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFONSIBILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. INA: JUl 14 '.0 .-... SPACING 24.0 JREF- 1S4G352_ZO4 F I ASCE 7-98 120 MPH WIND SPEED, 30' 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) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP H 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" U S P F 3 3' 4" 4' 11" 4" 11" 6' 5" 6' 5" B' 4" 8' 4" 10' O" 10' 0" 13' 1" 13' 1" 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" 1 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" B' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 1 7' 0" 7' 6" 8' 4" 8' W. 10' 11" 11' 10" 1 13' 1" 14' 0"' 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 1 14' 0" 3 3' 6" 5' O" 5' 0" 6' 7" 6' 7" B' 4" B' 9" 10' 3" 10' 3" 13' 1" 1 13' 9" i D F L STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 1 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" a 9" 11' 11" 1 11' 11" H 1 2 3' 11" 6' 9" 6' 11 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14 O" S P F 3 3' 10" 6' 0" 6' O" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" yµi HF STUD 3' 10" 5' 11" 5' 11' 7' 10' 7" 10" 9' 6" 9` 6" 12' 3" 12' 3" 14' 0" 14' 0" W Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7''3" 8' 0" 8' 7" 9' 6" 10' 3" 12' .6 " 13' 6" 14' 0" 14' 0" s P 2 4' 2" 6 9" 7' 3" B' 0" B' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W i- 3 4' 0" 6' 2" 6' 2" 8' O" 8' 1" 9' 6" 10" 0" 12' 6" 12' 7" 14' 0" 14' 0" I 7DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' O" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" e' 9" 9' O" 16' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" s P F 3 4' 2" 6' 11" 6' 11 8' 91" 8' 9" 10' 6" 10' 6" 13 10" 13' 10" 14' 0" HF STUD 4' 2" 6' 11" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13, 10" 13' 10" 14' 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' O" x 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0'" 14' 0" Q C IS P 2 4' 7" 7' 5" B' O" B' 9" 9' 6" 10" 6" 11' 4" 13' 10'" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6", 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' O" 13' STANDARD 4" 4 6' 1" 1 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 1 12- 5" 12' 5" 1 14' 0" 14' 0" SYMMIABOUTi 2X4 #2N OR BETTER DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE DOUBLED WHEN DIAGONAL 18„ BRACE IS USED. CONNECT L„ L DIAGONAL BRACE FOR 870# BRACEATEACHEND. MAX WEB TOTAL LENGTH IS 14'. A 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN i BRACE; SINGLE OR 18" 1N TABLE ABOVE. DOUBLE CUT L AS SHOWN) AT UPPER END. u Li ONTINUOUS BEARIN 1 ttrM.' p•1%,/ CONNECT DIAGONAL AT REFER t e./,/-r/i MIDPOINT OF VERTICAL WEB. TO CHART ABOVE FOR fiE, •VPRT j1;L(L D( WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T BIB-91(HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, HAVETOP STRUCTURAL PANELS AND BOTTOM CHORD SHALLHALLHAVEPRIGIDADPROPERLY V CJ y, iv0.42704fR ' SMYTH LUMBER CO. ATTACHEDRDCEILING, LY IMPORTANT— FURNISH A COPY OF THISROOFTRUSSDIVISION DESIGN .TO THE INSTALLATION CONTRACTOR. ALPINEENGINEEREDPRODUCTS, INC. SHALL NOT RESPONSIBLE 2722 SOUTH APOPKA BLVD. BE FOR ANY DEVIATION FROM THIS DESIGN/ ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, STATE OF APOPKA, FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407.299-1522 FAX: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF A: O^•• / O 1O P,. 4 / C TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGSie160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFENGINEERINGPSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. ROFESSIONAL////'s,70NAt` CERTIFICATE OPROFESSIONALFFAUTOR17ATIONlNG #921 RESPONi ITYDDO EH FBTYIS,C MPOSIGNER,OR ANYPARTICULARS BUILDING I2 HE BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE -FIR HEM -FIR 1 2 STANDARD 1 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 do BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH I #1 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 10" END ZONES AND 4" O.C. BETWEEN ZONES. k FOR (2) "L' BRACES: SPACE NARS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 807 OF WEB MEMBER LENGTH. - GABLE VERTICAL PLATE SIZES n VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN I1' 8" gX4 GREATER THAN 11' 6" 2.5X4_ I II + REFER TO COMMON TRUSS DESIGN FOR (IIlllPEAK, SPLICE, AND HEEL PLATES. IHww THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-CAB12030 DATE 09/10/01 DRWG A12030ECO901 ENG i. TOT. LD. 60 PSF MAX. SPACING 24.0 GABLE DETAIL ABoT FOR LET -IN VERTICALS VERTICAL LENGTH TYP. RIGID SHEATHING REINME GABLE VERTICAL PLATE SIZES Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2x4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP` LESS THAN 4' 0" iX4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5XB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH ' HAND DRIVEN NAILS: lOd COMMON TOENAILS AT 4" O.C. PLUS (4) iBd COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A30015EN0699, A09015EN0899, A08015EN0699, A07015EN0699 A31030EN0899, A10030EN0699, A09030EN0899, A08030EN0899, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A06515EC0901 A13030EC0801, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS 511015EN0699, 510015EN0699, 509015EN0699, 508015EN0699, 507015EN0699 S11030EN0699, 510030EN0699, S09030EN0699, 500030EN0899, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH, zx6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. , MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRA WIND SPEED AND MRH T" REINF. MHR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 40 Z 50 110 MPH 30 FT 2x4 10 7. 10 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. iD 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7. 40 7. 90 MPH IS FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7 10 % 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 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" PLACES DRAWINGS GAB98117 876,719 & HC26294035 WARNING-- PUBLISHED No. TRUSS42704 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), W `w ••.••••••.,•I VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2' OR SPI: #1/#2 OR BETTER. BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. . 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT U, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D I 4' 12 12 MAX. (— W2X4 W2X4 W2X4 8-0-0 MAX--{ lz 4X412MAX. W1X3 6-0-0 W1X3 MAX SPACING) W2X4W1X3W1X31111 16-0-0 MAX W1X3 W2X4 20-0-0 MAX (++) SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY, 1X4 "T'-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. OE-N WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDL IN INSTALLING AND BRACING), PUBLISI BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATETOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHASMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPROOFTRUSSDIVISIONENGINEEREDPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVO. DESIGN; ANY FAILURE_O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING F TRUSSES. DESIGN CONFORMS WITH- APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS I(] EACH FACE OFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONAL. ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTFICATE OF AIfTHORIUTION A9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. W2X4 OPTIONAL STUB END DETAIL W4X4 OPTIONAL HIP JOINT DETAIL T121f COMMON TRUSSES I PARTIAL FRAMING AT 2 " OC PLANaI*+.11111i311tluul AA THIS DRAWING REPLACES DRAWING A105 TC LL 30 30 40 PSF REF VALLEY DETAIL C DL 20 15 7PSF DATE 06/25/99 No. 42704 * 9C DL 10 10 10 PSF DRWG VALTRUSS0699 5C LL 0 0 0 PSF ENG MLH/;CAR on _ STATE OF .;Q OT. LD. 60 57PSF55 DURYAC.1.25/1.33 1.15 L15 SPACING 24" C CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), C) MAX HEIGHT WITH IX4 "T" BRACE IS 9'-10". RIDGE B), C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113 x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) v-(A) C) ( B 3) 16d BOX NAILS 4'0" TYP. (B) 3) 16d BOX NAILS, OE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN l.U1Y11vluIN 11luljo"J t11 A.`Y UV 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED 3) 16d BOX NAILS, TOE -NAILED GIRDER L(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TOz(3) AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV 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'ONOFRI DR., SUITE 200, MADISON, WI. 53719> FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ll5l N ' d` \V "IFICq,.. l C LL 30 4 DL 2O 30 15 40 PSF 7 PSF REF CONY. VALLEY DATE 06/25/99 SMYTH LUMBER CO. HAVECAPROPERLY ATTACHED RIGID CEILING. 6jv '.• BC 10 10 10 PSF DRWG VALCONVF0699 ROOFTRUSSDIVISIONIIMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE .INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS Z VL ENG MLH/KAR 2722SOUTHAPOPKABLVD. TO DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, NO.42704 y, BCfi, 0 0 0PSF APOPKA. FL 32703 HANDLING, SHIPPING. AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE s 60 57 PSF 55407-299.1522 FAX: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF TOT.= LD. 1. 151.15 PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Z iO •.IC.1.25/1.33 OF AUTHORIZATION H921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY .OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A P.' AlCERTIFICATErO •.• Q CING SEE ABOVE t TOP CHORD 2X4 y2 OR BETTER PIGGYBACK DETAILDOTCHORD2X4 //2 OR BETTER WEBS 2X4 y3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLrN SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. En E E E WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. xIMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI/ OR FABRICATING, 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THECERTIFICATEOFAUTHORIZATION #921 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375 NAILS, OR EQUAL, PER FACE PER PLY. .(4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 807. LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. " 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. O O O O ° ° ° ° ° ° ° ° ° 2,. 8 1/4" WING REPLACES DRAWINGS 634,016 634.017 & 847.045 MAXREFDATG I FIC`,q lcp''% G F••• PSF DATE 06 25B9955 1.33 DUR. FAC. DRWG PIGBACKBO699 i 0.42704 50 PSF AT ENG DLJ/KAR 9.25 DUR. FAC. o •• STATE OF s 47 PSF AT 1.15 DUR. FAC. ACING 24.0" F fig BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) , FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5 X 3.5 9 8 7 7 6 4 MAX 111'11111A 3X8 TRULOX ** 02X8 LOX MAX I 4 ** EDGE 2) 8D NAILS CUT TO FIT E W'ARNING.. TRUSSES REUUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-2991522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPL .ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR40 GAL V, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx: 407-299 9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER RAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE CERTIFICATE OFAUTHORI7ATI0N#9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESP9NSIBILITYJOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. DRAWING REPLACES DRAWINGS A115 A115/R & 884.132 ossl ///'yi TC LL — PSF REF BCFILLER IFIL`,q'• F DL — PSF DATE 06/25/99 G IF.•.'. B DL 10.0 PSF DRWG BCFILLER0699 No. 42704 C=LL — PSF —ENG DLJ/KAR T09 LD. — PSF STATE OF FAC. 1.0/1.15/1.25/1.33 AtN ACING 24.0" ^ 17 x i 1— - STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 1 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 2' TYI 7' 5' CORNER SET SETBACK 3; 7' 0" 0 1' 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J3 Jl J J1 J3 J5 J7 J7 J7 J 1 3' 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 * 2.12 12 W2X4 TO6T0 * - 4.24 ALTERNATE LOADING W2X4 W2X5 i W3X4 TCLL 20 PSF OR SIIMPSON TCDL 20 MAX PSF 3/4" --I-- THJA26 - BCDL 10 PSF TOT.LD. 50 MAX PSF 1' 3' 5' 7' 9-10-13 OVER 2 SUPPORTS R=463#, W=3.50" R=652#, W=3.50" DUR.FAC. 1.25 END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED A C LL. 30 MAX PSF REF 7' STBK CSBYTPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRID DR., SUITE 200, MA ISON, VI, 537193 FOR ?'`` •!. •••• H/F ySAFETYPRACTICESPRIORT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, `1''``V`F C,gT.• DL 15 MAX PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` •, [•• S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE BC'L 10 PSF DRWG CS7SBK3A0699ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ * NO, 42704. 1* iL 0 PSF -ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = - OT= LD. 55 MAX PSF407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA _ ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF • STATE OFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ` RAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A •• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE. FAC.1.3 3 SUITAY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE i •,•. /CCERTIFICATEofAUTHORIZATIONa9218RBILITESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j 0 '•_ • • ACINGSEE ABOVE CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE \ OR L-BRACE SCAB T-BRACE L-BRACE ii THIS DRAWING REPLACES DRAWING 579.640 WARNING*. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS PLATE INSTITUTE, 523 D'ONOFRI DR., SUITE 200, MADISON, VI. 53719) FOR S IF'C' . F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIDRTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE IN ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V i\ Gr q,., G L•, DL PSF S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. BCC DLIMPORTANT** FURNISH A COPY OF THIS ESIGN T THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS C)1VISION 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, NO.42704C LL PSF DRWG BRCLBSUB0699 2722 SOUTH APOPIu BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING F TRUSSES. DESIGN CONFORMS WITH PSF ENG MLH/KAR 32703 APPLICABLEAPN PUBLIHED BY THE 1AFORESSTPROVISIONSPPERKASSOCIAITOION) ANDITPI•ALPIINIE CNNECTORSSARE MADE OF 20GA407- T0'9 -LD. PSF29FL407-31522 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER YQ . .STATE OF ' FA C. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AUTHORIZATION#921B,RESPONISIIBIUTYAND OPERNANSI/TPI USECTIONI 2 THE i D. p'Q `..• CERTIFICATE OF OFUSETHEFBUILDING DESIGNER 1L1995 0 ACING FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION, Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: LANTANA t Builder. rZz S Address: A.? Gf't e. Permitting Office: City, State: Permit Number. Owner: in09-QSD v HOMES Jurisdiction Number Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I 4. Number of Bedrooms 4 _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1846 ft2 7. Glass area & type . Single Pane Double Pane a. Clear glass, default U-factor 253.0 ft2 0.0 ft2 b. Default tint 0.0 ft2 0.0 ft2 c. Labeled U or SHGC 0.0 ft2 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 201.0(p) ft b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1150.4 ft2 b. Frame, Wood, Exterior R=11.0, 17.0 ft2 _ c. Frame, Wood, Adjacent R=11.0, 418.0 ft2 _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1851.0 ft2 b. N/A c. N/A 11; Ducts a. Sup: Unc. Ret: Uno. AH(Sealed):Garage Sup. R=6.0, 1.0 ft b. N/A v 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: 0.14 Total as -built points: 27499 PASSTotalbasepoints: 28780 I hereby certify that the plans and specifications covered by this calculation.are in complian ith the Florida Energy Code. PREPARED BY: DATE: /L103 I hereby certify that this bui.l ' ed 's i compliance with the Flo ' e. OWNERIAGENT Z' DATE: Cap: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 kBtu/hr _ HSPF: 7M Cap: 50.0 gallons _ EF: 0.86 _ PT, __ Review of the plans and SZ4.- specifications covered by this indicates p4TOE o scalculationcompliance with the Florida Energy Code. r, N J"" Before construction is completed, a this building will be inspected for compliance with Section 553.908 c0FloridaStatutes. iEwE BUILDING OFF18 1S REVIEWED DATE: COTX (OF SANFI)Rl7 lion: FLRCSB v3.30) y FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1846.0 25.78 8566.2 Single, Clear NW 5.0 4.0 15.0 40.72 0.61 373.0 Single, Clear NW 1 A 12.5 24.0 40.72 1.00 973.1 Single, Clear NE 1 A 8.0 38.0 47.10 0.97 1737.9 Single, Gear NE 1 A 8.0 38.0 47.10 0.97 1737.9 Single, Gear SE 1.4 9.0 53.0 61.07 0.97 3141.7 Single, Clear SE 1.4 8.0 19.0 61.07 0.96 1117.9 Single, Gear SE 1.4 8.0 19.0 61.07 0.96 1117.9 Single, Gear SW I A 8.0 19.0 56.99 0.96 1042.3 Single, Clear SW I A 8.0 28.0 56.99 0.96 1536.1 As -Built Total: 253.0 12778.0 WALL TYPES Area X BSPM = Points 1 Type R-Value Area X SPM = Points Adjacent 418.0 0.70 292.6 Concrete, Int Insul, Exterior 4.1 1150.4 1.18 1357.5 Exterior 1167.4 1.90 2218.1 Frame, Wood, Exterior 11.0 17.0 1.90 32.3 Frame, Wood, Adjacent 11.0 418.0 0.70 292.6 Base Total: 1585.4 2510.7 As -Built Total: 1585.4 1682.4 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood1 34.0 720 244.8 Exterior 34.0 4.80 163.2 Adjacent Insulated 18.0 1.60 28.8 Base Total: 52.0 192.0 As -Built Total: 62.0 273.6 CEILING TYPES Area X BSPM = Points Type1 R-Value Area X SPM X SCM = Points Under Attic 1851.0 2.13 3942.E Under Attic 30.0 1851.0 2.13 X 1.00 3942.6 Base Total: 1851.0 3942.6 As -Built Total: 1851.0 3942.6 In FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 201.0(p) -31.8 6391.8 Slab -On -Grade Edge Insulation 0.0 201.0(p -31.90-6411.9 Raised 0.0 0.00 0.0 Base Total:-6391.8 1 As -Built Total: 201.0 -6411.9 INFILTRATION Area X BSPM = Points I Area X SPM = Points 1846.0 14.31 26416.3 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.30 26416.3 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT Summer Base Points: 36236.9 Summer As -Built Points: 38680.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier . Multiplier Points DM x DSM x AHU) 38680.9 1.000 1.087 x 1.150 x0.95) 0284 0.950 12400.7 35235.9 0.4266 15031.E 38680.9 1.00 1.188 0.284 0.950 12400.7 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge0YFlaREV2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #. BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1846.0 5.86 1947.2 Single, Gear NW 5.0 4.0 15.0 14.97 0.99 222.7 Single, Gear NW 1.4 12.5 24.0 14.97 1.00 358.9 Single, Gear NE 1 A 8.0 38.0 14.70 1.00 558.9 Single, Clear NE 1.4 8.0 38.0 14.70 1.00 558.9 Single, Gear SE 1.4 9.0 53.0 10.59 1.02 572.1 Single, Gear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Clear SE 1.4 8.0 19.0 10.59 1.02 205.6 Single, Gear SW 1A 8.0 19.0 11.59 1.01 222.6 Single, Clear SW 1.4 8.0 28.0 11.59 1.01 328.0 As -Built Total: 253.0 3233.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 418.0 1.80 752.4 Concrete, Int Insul, Exterior 4.1 1150A 3.31 3802.1 Exterior 1167.4 2.00 2334.8 Frame, Wood, Exterior 11.0 17.0 2.00 34.0 Frame, Wood, Adjacent 11.0 418.0 1.80 752.4 Base Total: 1585.4 3087.2 As -Built Total: 1586.4 4588.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 34.0 7.60 258.4 Exterior 34.0 5.10 173.4 Adjacent Insulated 18.0 4.00 72.0 Base Total: 52.0 245.4 As -Built Total: 52.0 330.4 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1851.0 0.64 1184.6 Under Attic 30.0 1851.0 0.64 X 1.00 1184.6 Base Total: 1851.0 1184.6 As -Built Total: 1851.0 1184.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 201.0(p) -1.9 381.9 Slab, -On -Grade Edge Insulation OD 201.0(p 2.50 502.5 Raised 0.0 0.00 0.0 Base Total: 381.9 As -Built Total: 201.0 502.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1846.0 -0.28 516.9 1846.0 -0.28 516.9 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeNFlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, tee® r BASE 0 PERMIT #. AS -BUILT Winter Base Points: 6666.6 Winter As -Built Points: 9322.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9322.6 1.000 1.078 x 1.160 x 0.95) 0.438 0.950 4603.E 5665.6 0.6274 3491.9 9322.6 1.00 1.188 0.438 0.950 4603.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeVF1aRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #. BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 16032 3492 10266 28780 1 12401 4604 10496 27499 0 EnergyGauge"' DCA Form 60OA-2001 EnergyGauge&%REV2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT * I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cWsq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.12.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non4C 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 606.1ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric orcutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons 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. Duds in unconditioned attics: R-6 min_ insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 orCBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeOFIaREV2001 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 253.0 ftz b. Clear - double pane 0.0 ftz c. Tint/other SHGC - single pane 0.0 ftz d Tint/other SHGC - double pane 8. Floortypes a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. NIP. e. N/A 10. Ceiling types a. Under Attic b. N/A o. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Seated):Garage b. N/A New ' 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A Yes _ 1946 ftz c. N/A Double Pane _ 0.0 ftz _ 13. Heating systems 0.0 ftz _ a. Electric Heat Pump 0.0 ftz _ b. N/A R=0.0, 201.0(p) R _ R=4.1, 1150.4 ftz _ R=11.0, 17.0 ftz _ R=11.0, 418.0 ftz R=30.0, 1851.0 ftz _ Sup. R=6.0, 1.0 ft _ 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: 35.0 kBtu/hr SEER: 12.00 Cap: 35.0 kBtu/hr _ HSPF: 7.80 Cap: 50.0 gallons EF: 0.86 PT, NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This is-4ot a BuildingEnergy Rating. If yourscoreis 80 or greater (or 86 fora US EPA/DOE EnergyStar designation), your home may qualify for energy e, fficiencymortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf. eduforinformation and a list of certified Raters. For information about Florida's Energy Efficiency Code ForBuilding Construction, contact the Department of CommunityA, f airs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.30) RIGHT-J CALCULATION PROCEDURES A, B, C, D0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048.02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation' 1. Winter infiltration AVF 0.80 ach x 17008 ft3 x 0.0167 = 227 cfm 2 Winter infiltration load 1.1 x 227 cfm x 32 °F VV nber TD = 7982 Bluh a vvinterinfiltration HTM 79K Btuh / 305 ft2 Total window = 26.2 BtuW and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0. 40 ach x 17008 ft' x 0-0167 = 113 cfm 1. 1 x 113 cfm x 18 T SurrrnerTD = 2245 Btuh 3. Summer ingration HTM 2245 Btuh / 305 W Total Window = 7.4 Btuh/fe and door area Procedure C - Latent Infiltration Gain 0. 68 x 43 grAb moistdi f, x 113 cfm = 3344 Btuh Nroceaure u - equipment Sizing Loaas 1. Sensible sVM load Sensible verdat on load 1. 1 x 50 cfm vent x 18 T Sirn erTD = 990 Btuh Sensible load for structure (Line.19) + 26307 Btuh Sum of ventilation and structure bads = 27297 Btuh Rating and temperature sv g rrullipter x 0.98 Equipment song load - sensible = 25751 Btuh 2 Latent sing load Latent ventilation bad 0. 68 x 50 cfm vent x 43 grfib moistdiff. = 1474 Btuh Internal bads = 230 Btuh x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3344 Btuh Equipment stung bad - latent = 6198 Btuh Construction Quality is. a No. of Fireplaces is: 0 Bold/ italic values have been manually overridden Printout certified by ACCA to rued all requirements of Manual J 7th Ed. Wright50fC. Right -Suite Residential- 5.5.06 RSR28017 2002-Oil-18 13:38:02 E: 1Files%MORRISON 2002iLANTANA\LANTANA.rsr Page 11 F `_aDesgn;Infortr'atlon Weatw. OdandcLAPB FL , US Winter Design Conditions Outside db Inside db Des gnTD Summer Design Conditions 38 * F Outside db 70 ° F Inside db 32 ° F Design TD Daily range Relative humi* Moisture difference Heating Summary Buddingg heat loss 35205 Bluh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat bad 35205 Btuh Infiltration Method Shvified Construction quakily Average Fireplaces 0 Heatinngg Cool'nngg Area ( ft2 1846 1848 Volume ( fP) 17008 17008 Air cha esur 0.80 0.40 Equiv. AVFfio(cfm) 227 113 Heating Equipment Summary Make Trade Efficiency a4 HSPF HHe output 0 Bluh @ 47-F Heating te rise cf 0 Actual gran 1200 cfm Heating air flow factor 0.034 d ffiWh i •. ter. 93 ° F 75 ° F 18 ° F M 50 % 43 grnb Sensible Cooling Equipment Load Sizing Structure 26307 Btuh Ventilation 990 Btuh Design temperature swing 3.0 °F Use mfg. data n Rateltwbg rrultiplier 0.98 Total seas. equip. bad 26751 Btuh Latent Cooling Equipment Load Sizing Internal gains Ventilation 1380 Btuh 1474 Btuh Infiltration 3344 Btuh Total Metequip. bad 6198 Btuh ReqI b lal pac ljr at 0.80%SHR tBtuh 2.8 on Cooling Equipment Summary M40 1R*E Trade Sensiblepooling Latent cooing Total cooling Actual cooling fan Cooling air flaw factor Load sensible heat ratio 120 EER 28320 Btuh 7080 Btuh 35400 Btuh 1200 cfm 0. 046 cfiTVBtuh 81 % Bold/ italic values have been manually overridden Printout certified by ACCA to meet ad requirernenls of Manual J M Ed. VV" S] ,tsaft Right -Suite Residential— 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFilesWORRISON 2002\LANTANA\LANTANA.rsr Page 1 RIGHT,J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 1048-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIV/DIN a n ne b c n 0 n 1 1 90 1.0 5.0 1.0 3.0 62.4 15.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.4 6.5 6.0 39.4 24.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8 KIT NOOK/FAM a n se a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 38.0 1.8 b n sw a c n 0 d 1 1 90 1.0 1.4 2.0 7.0 47A 53.0 2.1 BR4lOPT DEN a n sw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 47.4 19.0 0.9 BR3 a n sw a c n 0 d 1 1 90 1.0 1..4 2.0 6.0 47.4 19.0 0.9 BTH2 BR2/0PT M SITTIG a n rw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 19.0 0.0 MBTH MBR a n nw a c n 0 d 1 1 90 1.0 1.4 2.0 6.0 39.4 28.0 0.0 WIC LAUND WrlghtSC3ft Right -Suite Residential- 5.5.06 RSR26017 2002-Od-18 13:38:02 Zi k E:1Files\MORRISON 20021LANTANAILANTANA.rsr Page 1 RIG ntITne ouWseORKSHEET E DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-1"2 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (407) 831-2665 M droorni7IhEd 1 NarreofearnErtieHale FCNAJViDIN lQT NOCWFAM 3 20I. 0 ft 620 ft 160x 240ft 120 ft 16.0x 120ft36.0 ft16.0x 21.0 ft 4 Celirgs Cora Option 9.2 ft hwMvd d 9.4 ft heakod 9.4 fthmtbod 9.4 fthe dood Tyma: CST HTM Area Lc d(Elti.h) Area Loadw) Ate+ W)CtJ LoadW) Clg D hENCHlgC19ftjHtgClgftlHlgClgMHt9ftAm5Gross a 143 4.6 21 1383 345 113 b 12C 29 1.9 65a. 0 r v c 13C 3.2 1.2 1720 partOors d 0.0 CIO 0 e. 0 0 e 0. 0 0.0 0 0 0 a. f 0. 0 0.0 0m. 0 a. 0 6 Wtysad a 1C 37.0 73020 0 14A gassdoors b 8C 37.0 531959 0 0 0 0 19W Fig c 9C 38.7 00 D 0 0 D 0 d 1C 37.0 0 0 0 0 0 0 0 e 7L 20.8 00 0 0 0 0 0 f QO 0 0 0 0 0 0 0 7 WdNrsa d NoM 23.4 7153 2 36 0 doors NEMW 43.4 853733 39- 18e2 0 d' 0 C0 EW 0. 0 0 0 0 0 0 0 c0 SF w 47.4 IEO7551 35""' 1717 0 0 8,"" 4128 South 0. 0 0 0 0 0 0 d' 0 c 0 Hoe 0. 0 00 0 0 0 tl°' 0 c 0 8 Oti, erdoas a 1CD 14.7 9.9 34338 500 338 0 0 0 0 0 b 11A 18.9 112718 229 0 0 0 0 0 0 0 0 c QO 0.0 00 0 0 0 0 0 0 0 0 0 9 N3 a 143 4.6 21115D 5301 29E9 1331 5S3 11 520 114D 51E apaeed b 1x 29 1.9 17 49 33 1 33 0 0 0 0 0 vra6s and c 13C 3.2 1.2 41 1317 489 1 2)1 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0. 0 QO0 0 0 0 0 0 0 0 D c 0 0 f 0. 0 QO0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 1Eu 1.1 1.4 1851 19EB 25M 380 380 439 192 203 355 495 b 0. 0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 c 0. 0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0. 0 0.0 00 0 0 0 0 0 0 0 0 0 e 0. 0 0.0 00 0 0 0 0 0 0 0 0 0 f 0. 0 0.0 00 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 201 5210 0 62 1607 0 12 311 0 3E 933 0 Wbe: roan b 193 1.1 0.0 00 0 0 0 0 0 0 0 0 0 paimAer c 0.0 0.0 00 0 0 0 0 0 0 0 c 0 0 is dslol. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 ftocrs) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Irfiltration a 25.2 7.4 309 79M 22,5 111 5C5 817 0 0 0 91 2382 670 13 Su" loss 6+8_+11+12 5 10133 1034 8173 Less odarralh alrg W.. 0 0 0 0 LessVansfer 0 M 0 0 d. 0 Hean9 redon 0 0 d. 0 0 a.. 14 Dud lass 101A 310 1 1013 10 103 10' 817 15 Total loss =13+14 352J5 11147 1137 899D 16 Irt gsms Paoie 0 3m 5 1HD 1 0 0 1m) 1200 2 24M 0 0 1 120D 0 17 g + 1 6 0 s40 1s 0 pLess a M coolN redstrbj= 0 0 m.. 0 0 18 D ctgain 10' 2392 100A 641 10 170 10°705 19 Tdal RS1-I g"17+18)'PLF UO 2aW 7M 1.0D 18m LOD 77M 20 A mgmed (drn) 1200 12M 350 321 39 85 306 354 Pfaltout oeffed by ACCA b meet al mquh meMs of Manual J 7M Ed wragf tt5oft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 1 p p1GjiTd WORKSHEET ntJre Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (4071 831-2665 7(hEd Nmdman ER4CFfDEN ER3 8rH2 ER2.CFFMSTTIG 1MPN. 1PLJ t ngtlldexposedwal R.n}rg 13.0 ft 13.o x 140 ft 220 ft 11.O x 11.0 ft QD ft 13.O x 6.O ft 13.0 ft x 1d ft 40e&-K Ca-& Opbcn 9.4 ft heeGbod 9.4 ft hEdfiod 8.0 ft t>a od 4ft9.4 ft hadbod TYFECti= CST H7M Area lmd(6tih) Pry Load(C$f1) Aria LoadW) Area LmdW) 64mcs FEE ND FGg I Cig ft Htg I Clg Htg I Cig M F tg Cl9 ft Htg I Cig 5 Goss a 143 4.6 21 122 277 O 1 b 12C 29 1.9 0 0 a 0 cvatandcM3.2 1.2 0 0 0 C".. d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 6 V%tbnsard a 1C 37.0 19 702"" 19 0 0 1 702 Bass doors9= b BC c 9C 37.0 387 0 0 0 0 O 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 10000 0 0 0 f 0.0 0 0 0 0 0 0 7 VYrdyaald North 23.4 1 18 1 18 0 glass doss f m 43.4 0 0 0 0 0 0 0 0 0 0 0 1 749 0CO&9 ENV SEBV 0.0 47.4 0 18 858 0 18 0 858 0 0 0 0 0 0 0Salh Harz 0.0 0.0 0 0 0 0 0 01 0 0 8 Ctadoas a 1CO 147 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 0.0 127 GO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c c 0 0 0 0 c 9 Ni a 143 46 21 103 47E 213 188 855 397 0 0 0 la 476 213 epeed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 1 0 0 Ovalsand c 13C a2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 paU6as d e IF 0.0 GO 0.0 0.0 GO 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 10 Ceitirgs a 16; 1.1 1.4 182 1 232 121 128 168 78 82 108 1 151 195 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c QO o.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f D.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 0 22 570 0 0 0 0 1 337 0 Note: roan b 193 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0PUIRdrc0.0 QO 0 0 0 0 0 0 0 0 0 lodispi. d 0.0 DO 0 0 0 0 0 0 0 0 0 0 0 fws fbas) a f 0.0 aD 0.0 GO 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 12 Irfdrabon a 252 7.4 19 497 14D 19 497 14D 0 0 0 1 497 143 13 Sutbfal bss=6+8.+11+12 2234 2m 82 2163 Less ex wvi he&p 0 a.. 0 ti.. 0 w 0 0HeEdMLessbarger000 red &bAon D 0 D 0 14 D 100A 220 1 10 8 1 216 15 Tdal loss=13+14 245 3X9 91 2379 16 in gas Peo* 3m 0 0 0 0 0 0 a 0 17 S +1 +16 2781 1571 1 1ZE Less g e. l(FA 0 0 0 18 Caolirg redsUloution Dud gam 0 208 100A"" 157 100A 11 1 130 19 Tctal RSH Wr-(17+18)-RF 1.00 7Jfl 1.00 1728 1.00 11 1.00 14Z9 20 Air required (drn) 83 104 1 79 3 5 81 PnrADut certified by ACCA tD meet a9 requirements of Manual J M Ed. w 7g1 tts0>Ft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 K EAFiles\MORRISON 2002\LANTANA\LANTANA.rsr Page 2 RI bj WORKSHEET EEnre Ouse DEL AIR HEATING,AIR CONDITIONING,R Job: LANTANA 10-18-02 109 COMMERCE STREET LAKE MARY FL 32746-6206 Phone: (4071 831-2665 1 AhEd Nmdrean MBTH MBR VVIC LANDJ4MANJALJ2Ladeqodwel0.0 ft 77.0 ft 9.0 ft TO ft 3 Rxxndmertxrs 13.0 x 13.0 ft 120 x 15.0 ft 60 x 80 ft TO x 6.0 ft Cedngs Coro$ Grim 8.0 ft FeFood 9.4 ft hchod 9.4 ftI heefbod 9.4 ftj hood TYPECF CST HTM Prey Lned(B1h) Area Load(Bih) Area Lced(B6.h) Area Ltsdph) E)FOS RE I NO Htg a9 ft Htg I ag ft Htg I Cl9 ftj Ht9 I a9 ft') Ft9 09 5 Gross a 143 46 21 0 141 0 Feed b 12C 29 1.9 0 0 0 WASand c 13C a2 1.2 0 112 85""` n ` parhtiors d 0.0 D.0 0 0 0 e OD D 0 0 0 6 VNdxvsad a IC 37.0 0 0 26 103 0 0 c 0 a loss dual b 8C 37.0 0 0 0 0 0 0 c 0 F W4 c 9C 38.7 0 0 0 0 0 0 0 d 1C 37.0 0 0 D 0 0 0 0 e 7L 208 0 0 0 0 0 0 0 f 0.0 0 0 0 0"` 0 0 0 7 W thward NoM 204 0 0 0 0 o- 0 91-doors NEAWV 434 0 0 28 1103 0 0 c 0 CO*V ENV 0.0 0 0 0 0 0 0 c 0 SEboA( 47.4 0 0 0 0 0 0 c 0 South 0.0 0 0 0 0 0 0 c"" 0 Harz OA 0 0 0 0 0 d' 0 0 8 C(herdms a IOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.91 127 0 0 0 0 0 0 0 0 0 1 343 229 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 NA a 14B 4.6 21 0 0 0 113 521 Zia 0 0 0 c 0 0 e8:osed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0 vraband c 13C 32 1.2 0 0 0 11 132 85 25B 99 151 partiGa d 0.0 CIO 0 0 0 0 0 0 0 0 0 0 0 e 0.0 00 0 0 0 0 D 0 01 0 0 c 0 D f 6.0 ao 0 0 0 0 0 0 0 0 0 0 0 10 CeArgs a 16S 1.1 1.4 169 178 ZM 180 190 243 IE 51 67 44 58 b 0.0 0.0 0 D 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 1O 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 27 0 9 M3 0 7 181 0 Note: roan b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 c 0 0 parrn1ar c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 isdspl. d 0.0 OA 0 0 0 0 0 0 0 0 0 c 0 0 forslab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Irtib bon a 1 23.2 7.4 0 0 0 Zi 733 2061 0 0 0 1 471 132 13 SU W losg*6 a+11+12 178 3534 552 118B Less otmal tmtirg 0 a.. 0 0 0 Lessbarder 0 c 0 0 Healfrgredstnlxtion 0 b.. 0 0 0 14 Dotloss 101A 16 10 10 55 1 119 15 Tddloss =13+14 1 3BM 607 1307 16 Irt grim Pbople @ 300 0 0 1 3u 0 0 c0 1zo 0*" 0 0 0 0 0 1 600 17 SZtkt RSH g3 7+8.+12++116 234 2124 166 1076 Lessecbrnel oodtg 0 0 0 0 Lesstarsfer 0 0 0 0 CockrgredetribUm 0 0 0 0 18 Dudgam 1 23 10°/ 222 10° 17 1 10E 19 TdalRSH g{17+18)"PLF 1.00 ftl" 25B 1.00 2 k6 1 183 1. 1184 23 Aires ( 7 1 Prirrhout certified by ACCA tD meet a9 requhr*& of Manual J -M Ed. wr og/ tttsoft Right -Suite Residential- 5.5.06 RSR26017 2002-Oct-18 13:38:02 AC A E:\Files\MORRISON 20021LANTANA%LANTANA.rsr Page 3 1' dryer to roof I, 1e.13 pun1V \ ptntf— by bltlr Must nave a PVNa m cl pronce of 4 Inches around the air handler per the i 16' 6 ce np t• !3• ow bath duct oof cop fnn bneh d. p rrof c.p f—light 3' both tluct Yo roof cnpfon 42X42 A/C BY BLDR MIF 2' FROM WAI NzNc', flC N in m Y O_ Q w 7 M ocu 0 W o a N oz rti Q CC F— OD a c Rating zz N m Lu z z i— m Q O J O Q OOELJ(l)0Q 1 C1'fIV511 I.TI TIJ'CJ I'CGITr°•1'GRGV Yiv r`L:Vr wr TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION J. Products are included on this list if they meet the requirements for registration as a pesticide product as IrequiredbyChapter487, F.S., and the registered label contains directions for use on new construction. 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. Product Brand Name Company, Name Active Ingredient EPA Registration# ARMOR -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATETETRAHYDRATE 5990r9 BIFLEX SFR TERMITICIDE /INSECTICIDE FMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 2704112 BOARD DEFENSE IN-CIQE TECHNOLOGIES, INC. DISODIUM TETRAHYDRAT.E OCTABORATE 44757-20 BORACARE NISUS CORP. TETkAHYDRATE DISODI.UM OCTABORATE 64405-1 CHLORPYRIPHOS PRO TERMITICIDE CONCENTRATE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CYREN TC SPECIALITY TERMITICIDE / INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67766-10 00 DEMON TC INC. SYNGENTA CROP PROTECTION, CYPERMETHRIN; 10182-107 DRAGNET SFR TERMITICIDEIINSECTICIDE FMC CORR. PERMET HRIN 279 3062 DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES CHLORPYRIPOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT STATION FMC CORP. SULFLURAMID 2793196 LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUSENZURON 68850-2 MARTIN'S PERMETHRIN SFR TERMITICIDE / INSECTICIDE CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN TERMITICIDEIINSECTICIDE LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006 PERMETHRIN PRO TERMITICIDE-TURF- ORNAMENTAL MICRO FLO COMPANY LLC PERMETHRIN 51036-287 PRELUDE TERMITICIDEIINSECTICIDE SYNGENTA CROP PROTECTION, INC. PERMETHRIN 10182-95 PREMISE 75 INSECTICIDE IN WATER SOLUBLE PACKETS BAYER CORP IMIDACLOPRID 3125-455 file://C:\ WINDOWS\Temporary%20internet%2OFiles\OLK70F3\TERMITICIDES%20REGISTE... 712310e BORA - CARE APPROVALS NES REPORT MIXING DIRECTIONS APPLICATION DIRECTIONS PRESCRIPTION TREATMENT BRAND TC 223 WHITMIRE MICRO-GEN DIFLUBENZURON 499-488 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 II DOW AGROSCIENCES,. LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 5990" SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTARTERMITICIDEANSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTARTERMITICIDEIINSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / INSECTICIDE UNITED PHOSPHORUS, INC PERMETHRIN 70506-6 TERMIDOR 80 VVG TERMITICIDE/INSECTICIDE AVENTIS ENVIRONMENTAL SCIENCES USA LP FIPRONIL 432-900 TIM-BOR PROFESSIONAL • UNITED STATES BORAX & CHEMICAL COMPANY DISODIUM OCTABORATE TETRAHYDRATE 1624-39 TERMITICIDE TIC ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDEIINSECTICIDE CONCENTRATE AVENTIS ENVIRONMENTAL SCIENCES USA LP CYANO 432-767 VR &R 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 and used acgordinq to. label directions. R: Pesticide Product Brands: 34 Companies: 22 Listupdated: 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 Inquiry Form This page has been accessed times since March 4th, 2002 file://C:\WINDOWS\Temporary.%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0: A PRODUCT OF NISUS CORPORATION e/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: Disodium Octaborate Tetrahydrate (Na2B4O13.4H2O):........ 40.0% INERTINGREDIENTS: ................................................ 4 ....... 60.0% Density:11.51 pounds per gallon EPA Reg. No. 64405-1 EPA Est. 64405-TN-1 U.S. Patent Nos. 5,104,664 5,460,816 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. DIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner Inconsistent with.its labeling. NOTICE Read and understand the entire label before using. Use only according to label directions. 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, stain, or a sealer is not present. The use of this product in food processing establishmentsshould. be confined to time periods when the plant is not in operation. 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 totreatthesoil. 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 organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH 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-CARE: Material Safety Data Sheet for additional health and safety Information.) 711 100 Nisus Drive, Rockford, TN 37853 MADE IN THE U.S.A. (800)264-0870 w wwnisuscorp.com 02M 1. MIXING INSTRUCTIONS 111. 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 stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE® directly in a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, 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 ratio may be Termites used for foaming Drywood Termites 1:1 or 2:1 Anobiid 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 PowdeTost Beetles and required for surface spray. Decay Fungi For prevention only. 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 2 BORA-CARE® is an innovative termiticide, Insecticide and fungicide that eliminates existing infestations and provides long term protection against Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerafnbycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponotus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE® 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/barrier termiticide 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-CARE® 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 fumigation 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-CARE® solution into beetle holes, termite and carpenter ant, galleries and decay pockets. Apply one (1) coat of BORA-CARE® solution to the point of wetness to all infested and susceptible wood, paying particular attention to Infested areas. Two (2) coats of BORA- CARE® 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-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. 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-CARE® 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 soil. 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. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet offloor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CARE® 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-CARE® 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 waterto one (1) part BORA-CARE® (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 ligj t sanding may be 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 jjgjlY 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-CARE® solution. If necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill tFie 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 polyisocyanurate 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-CARED 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 walls, 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 ceiling 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. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, 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, floorjoists, 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 entire perimeter of the structure with a 24-inch wide bandof 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 24 inches 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. A1. 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. Wait at least 20 minutes between applications. Vi ll. 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-CARE® 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 soil, 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 isimportant 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 ofwetness 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". Wait at least one (1) hour between applications. Two (2) coats of BORA-CARE® solution should also be applied to log ends, notches, corners 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 term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish, 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. n X. DIP TREATING LOGS AND LUMBER XIII. WARRANTY LIMITATIONS AND DISCLAIMER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (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 In contact with the ground or soil has a limited Iifespan 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 4x4 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, manufacturerwarns buyer that these may Impair or varythe 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- CARE® 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-CAREsto inches) Will 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. 100 Nisus Drive Rockford, TN 37853 1 800- 264-0870 www. nisuscorp.com National. Evaluation Service Inc. MA110NAL5203LeesburgPike, Suite 600, Falls Church, Virginia 22041-3401Phona703/931-2187 Fax: 703/931-6505 INfE 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 . 37853 800-264-0870 n1sus0-nisuscorp.com www.nisuscorp.com 1.0 SUBJECT BORA CARE® Termiticide, 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 thewood 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. I , 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, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistencyaswater. 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 accordance with local, state, or federal pest control regulations. BORA-CARE 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, electricalwiring, 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 !s limited fo the specific product and data and test reports submitted by theAc ant in ifsaplication requesting this reort. No independent tests were performed by the NationalEvaluation Service, Inc. (NES), and specificallydoes notmakeanywrranty, either expressed orimplied, as to any Fndrng or other materin thisreport orastoanyroduvered by this report This disclaimer includes, but is not Irmited to, merchantability. This report is also subject to the limitation listed herein. Page 1 of 2 Page 2 of 2 Report No. NER-617 5.0 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 at the time of permit Fungicide covered by this report shall be labeled with the _ application. manufacturer's nametand 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 Nan-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, IF.AS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 6.4 Test report, January 1997 Progress Report, 57 months 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. 7.5 BORA CARE was evaluated only forresistance to subterranean termites. 7. 6 BORA-CARE is water soluble and shall be protected as noted in Section 4.3 above. 7. 7 BORA-CARE has not been evaluated as a treatment for resistance to termites on LVL products. exposure, field evaluation of BORA-CARE treated wood 7.8 This report is subject to re-examination on a periodic the subterranean termite feeding and tubing near basis. For information on the current status of this Gulfport, Mississippi, comparison of treated and Evaluation Report, consult the NES Product Evaluation untreated wood floor joist, Mississippi State University Listing or contact the NES. Forest Products Laboratory, Terry L. Amburgey. 6. 5 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 CARE® Termiticide, Insecticide and Fungicide described in this report complies with or is a suitable alternate to that specified in the 2000 International 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 CodeTM, and the 1998 Intemational One- and Two- Family Dwelling Code subject to the following conditions: SHIM AS REO'D ONE BY WOOD SEE NOTES) BUCK BY OTHERS BUCK WIDTH 1 1/4 MIN. INSTALUTIOM ANCHOR EMBEDED MENT ONE BY WOOD 3/16- DIA. TAPCDN SHIM AS REO•D BUCK BY OTHERS SHOWN 1/4' SHIM ( FLANGE TYPE SPACE MAX. (SEE NOTES) CAULK BETWEEN WINDOW CAULK BETWEEN WINDOW FRAME FLANGE d: W000 BUCK WOOD BUCX h JAMB CONCRETE MASONRY OPENING 4 `\ CONCRETE OR BY OTHERS ` OR MASONRY MASONRY OPENING OPENING BY OTHERS I IO OTHERS G INSTALLATION EXTERIOR d 1 1/4' MIN. ANCHOR FINISH EMBEDMENT 3/-16' DIA BY OTHERS , 4 TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK k PERIMETER CAULK WINDOW W70TH MAS•Y OPENING BY OTHERS 1/4- SHIM BY OTHERS SPACE MAX. EXTERIOR CAULK BETWEEN EXTERIORWINDOWFLANGFINISH FLANGE TPE WOOD BUCK BY OTHERS WINDOW FRAME S E C TI ON..2 HEADER WINDOW EXTERIOB B WINDOW BUCK D EHEIGHTHEIGHT - FLANGE TYPE SILL STOOL / K 2 WINDOW FRAME 'BY OTHERS SILL WINDOW PERIMETER CAULK HGT. p G - BY OTHERS Q H I. a CAULK BETWEEN WINDOW FLANGE h PRECAST SILL WITH VULKEM PRECASR SILL--'--" ILL116 ADHESIVE CAULK OR BY OTHERS 'APPROVED EQUAL SECTION 1 CFNFRAI NOTES, 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPUCATION OF VULKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT AN MUFACTURER'S RECOMMENDATIONS. 5) USE LATEXCAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMEJiS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINCLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. W. G EJ4T[R_kL.r F LLO-RAP- yk {B.0.A. . L tal\ UL' A Y ELER 1[Li.iIS:C e C, FNERaL A1- urTrN vM 1Lr. a Qrmu FSt .7 -4 COMPARATIVE ANALYSIS ATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS MIDTH/ HDGHT EXTERIOR INTERIOR HEAD JAMBS SIZE12 19 to % 20 99 99 B F.G U 19 1/e x ]e 3A 78 7e B F,G14 19 1/6 X 50 an 59 - 59 B F.G 14+ 4 19 1n X 54 $A 54 54 B F,G 14+ 5 19 1/5X 55 en 52 52 B F.G 15 19 t/e X 5345 45 B F.G 16 19 1 X 72 40 40 a F G 1H 6 1/2 Y 6 B 1H3 2e 1/2 X 3e ]n 51 S1 B F,G 1H4 25 1/2 X SO 6n 44 4.4B F,G i H4+4 26 1/2 X 54 en 42 42 B F.G 1 K4+5 26 ,1 X 55 en 41 41 B F.G 1 IS 26 1/2 X 63 40 40 B F.G IH6 26 112 X 72 40 40 F.G3OX2 30 1/2 X 25 56 56 B C 3OX3 30 t/2 X 3e 2/e 44 44 B 30" 30 1/2 X 50 5/9 40 40 B F,G 3OX4+ 4 30 1/7X 54 an 40 40 B F,C 3GX4+ 5 30 V. % 55 en 40 40 B F,G 3OX5 30 1/2 X 63 40 40 B F,G 6 40 F1 C 22Y 51 1 B F,G 23 37 X 3e 3/9 40 40 B F,G 24 37 X 50 5/940 40 BF: 24+4 37 X 54 en 40 40 B F,G 24+5 37 X 55 3/0 40 40 B F,C 25 37 X 63 40 40 B F.G.H.I 6 37 X 72 40 40 a F G HI 4825 48 X 26 46 46 B F.G 4838 46 X 3e 3/640 40 B F.G 4850 48 X 50 fin 40 40 B F,G 484+4 4a x 54 a/a 40 40 B F.G.H.I 484+5 48 x 55 an 40 40 B F,G,H.I 4863 41T79 48X 63 48 X 72 40 40 4-0 40BF.C,H.I E&H- 1 32 53 in' X 26 45 45 B F,G 33 53 , n X 3e 3/540 40 B F,G 34 53 1n X 50 an 40 40 B F,G,N.134+4 53 1/8x 54 6/a 40 40 B F,G,H,1 34+5 53 1n X 55 an. 40 40 B F,G.11.f 35 53 In X 63 40 40 B F,C,H,1 36 53 t X 72 40 40 B. F G HI 1) T 1) LOADSWILLWATER RESISTANCETEST REQUIREMENT OF 15XTES OF PRESSURE LOADAPPEES, POSITIVE DESIGN LOA05 WILLBELIMITEDTO40.0 PSFDUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST- 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/18- DIA TAPCON ANCHORS OFSUFFICIENTLENCTHTOPROVIDEMIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS J. SHOWN SEE ELEVATIONTFOR KEY 70 TAPCON LOCATIONS. 4) INSTALL jB SCREWS OF SUFFCENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ELEVATION ALL OTHER FACTORY APPLIED INSTALLATION HOLES. 5) IF EXACT WINDOW SIZE 15 NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOb. VIEWED FROM EXTERIOR 1001 M. Crby Rd. • C Td tm TX#7SMO. Box e19022.0Q5m, TX 75M outw9 ot3rnvnv, ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG WINDOW 7` auw eT wlm. er scuc p2 2!i— dZmrnw e N DATE s7M RENeoN9YEa _ 10/26/01 B aGE-0012 PREPARED Or PRODUCT TECHNOLOGY CORP.. 250 INTERN TIONAL PW.. SURE 250, HEAIHROW, FLORCA 32748 PHONE 4Q2 a05-0 5 FAIL407 1105 03' N a CAULK BETWEEN WOOD — BUCK & MASONRY INSTALLATION ANCHOR. OPENING BY OTHEP.S 3/t6 DIA. 7APCON BUCK WIDTH 1/4' NA%. SHIM SPACE SHIM AS REO'D ONE 81 WOOD CONCRETE OR (SEE NOTES) 1 t-1, 'IN. BUCK BY OTHERS MASONRY OPENING EMBEDMENT BY OTHERS I SHIM AS REP. FLANGE TYPE WINDOW FRAME CAULK BETWEEN CAULK BETWEEN ( SEE NOTES) IAMB Q WOOD BUCK &' WNDOW FLANGE MASSY OPENING WOOD BUCK BY OTHERS . GLAZING Q 1-1/4' MIN, INSTALLATION ANCHOR Q EMBEDMENT a 3/16' DIA. TAPCON 1/4' MAX. ONE .BY WOOD SHIM. SPACE EXTERIOR BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK \ WINDOW FLANGE STUCCO By OTHERS WOOD BUCK BY OTHERS WINDOW WIDTH CONCRETE OR MASONRY RERIMETER CAULK OPENING BY OTHERS FLANGE TYPE 81 OTHERS WINOD. FRAME SECTION 2 STUCCO BY OTHERS 7— COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIOTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X 60 40 58 C D.EF.G t2. X 72 40 56 C D.EF.G 15 X 16 40 106 C H.1 24 X 16 40 69 A.8 n1 24 X 24 40 55 A.8 F. 24 X 30 40 45 A,a F.G 24 X 36 40 A.B F.G 24 X 48 400 40 A.8 O.E f,G 24 X 60 40 40 AB D.EF.G 24 x 72 40 40' A.8 O.EF.G 32 X 48 40 40 A.8 D.EF.G 36 X 24 40 A.B D.E.F. G 16 x 48 40 400 A.8 D.EF.0 z 72 a0 40 A.B D.EF.G68x2440A.B D.E.F. CEF,G 48 X 48 40 400 A,B O.E.F. 48 x 60 40 40 AA.B O.EF.G 64 X 24 40 B F,G 72 X 38 40 400 A.B F.0 72 X 60 40 40 A.B O.EF,G 73'X 16 40 40 A.B ni HEADER H g,T TCENTRAL MANUFACTURER B.. ®. A. F. GLAZING BUCK WINDOW j l[u\lJt`AC1URER NAM: HEIGHtWTH . WINDOW HEIGHTEXTERIOR i i PERIMETER CAULK BY OTHERS I 0 4 PRE - CAST SILL J BY OTHERS FLANGE TYPE WINDOW FRAME SILL VA A C i: ENGRc,' 4Wfy11NuM GFNERAL NOTES' MASTER 0 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM; MAX. ALLOWABLE E SHIM STACK TO BE 1/4'. D2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEOUAL. . 4) APPLICATION OF VULKIM 116 ADHES VECAULK AT FRAME SILL MUST COMPLY WITH SEALANT L MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS WLL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED 1N TEST. H 8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16 DIA. HGT. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL Ne SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4- MIN, EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. It FACTORY APPLIED HC_ES ARE NOT PP.ESE',T. g8 SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS & MAX. 24' O.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTIT+ LISTED WTH NEXT LARGER SIZE. FOP THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TG THE 1550 SERIES. F 4t G MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR d/- 72.-DZ o.rE IsYM 1D01 W. CrosEy Rd. • CwoiIton, TX 7S006 • P.O. Bo: 819022 • DcIIos. iX 75381 o% ANKc ocuAprlc« INSTALLATION. E'ETAIL SERIES 1450/1550 F_ANCE PW OA wN Br UAU. d• 5..AI- - 86 ANw:. 8Y, ,}. ECM • _ ..._.._ .__ 1 _ i l /G': B I GEt•I',''_ SHEATHING BY OTHERS pB INSTALATION ANCHOR SCREW SHOWN (TYP.). EXTER[OR FINISH BY OTHERS PERIMETER CAULK - BY OTHERS FIN TYPE WINDOW FRAME HEADER XT RIOR FIN TYPE — WINDOW FRAME SILL CAULK BETWEEN FIN 98 INSTALATION ANCHOR SCREW SHOWN (TYP.) SHIM AS REO'D. SHEATING 2 X WOODSEENOTES) BY OTHERS - 1 MIN. FIN TYPEEMBEDMENTJAMB FRAME CAULK 'C; & FIJAMB SMEL G & FIN 2 x WOOD BY 0...-RS BY OTHERS 1" MIN. EMBEDMENT I SHIM Al REID. SEE NOTES) '16 SHEATHING BY OTHERS WINDOW WIDTH _ EXTERIOR FINISH BY OTHERS XT R10R PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT TWINDOW WTH.-may - I ANCHOR (TYP.) O O O O O 1 1). SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4'. SILL STOOL '0 0 2 - 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. BY OTHERS 24_ O.C. f1l 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. MAX. (TYP.) 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. O 0 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO OUALIFIED. EQUALLY SPACEWINDOW 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESGN LOAD APPLIES. POSITIVE DESIGN ANCHORS (TYP.) LOADS WILL BE LIMITED 70 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST, HGT': 0 0 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0.090 IN DIA NAILS OR d8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I- EMBEDMENT INTOSUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WINO / p NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES 9NGLE HUNG 15 SHOWN. THIS PRINT AL50 APPLIES 7O THE 1940 INSULATING GLASS 9NGLE HUNG SERIES. PERIMETER CAULK BY OTHERS SHIM AS REO'D. o SEE NOTES) 0 6(T) y8 SCREWINSTALATION 2 X-WOOD ANCHOR SHOWN BY OTHERS TYP.) - j B- MAX. (TYP.J CAULK BETWEEN WINDOW FIN &ELEVATIONEXTERIORSHEATHING BY OTHERS EMBED ENT VIEWED FROM EXTERIOR SHEATHING SECTION 1 BY OTHERS SYM GA NERaI 47 U lli AS :L E- R FILE, ## -3 - - - - ---- - COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF B8 SCREWS N0. OF 0.090 DIA. NAILS 512E (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL O-EA. JAMB HEAD SILL O EA, JAMB 16 X 30 109 109 2 2 2 2 2 3 16 z 40 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 X ED 2 2 2 3 20 X 30 86 86 2 2 2 2 2 20 z 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 0% 60 48 48 2 2 3 2 2 4 28 X 30 57 57 2 2 28 X 40 52 52 2 2 3 2 2 3 28 x 50 6 46 2 2 3 2 2 28 x ED 4 4 2 2 30 X 30 52 52 2 2 2 2 1 2 30 X 40 49 49 2 2 3 2 2 3 30 % 50 43 43 2 2 3 2 2 4 30 x 60 40 40 2 2 3 1 2 4 38 z 30X. 41 A l 2 2 38 40 40 40 3 3 3 3 3 3 38 X 50 40 40 3 3 3 3 3 4 35 z o 3 3 1 3 3 5 40X 30 40 40 3 3 2 3 40X 40 40 40 3 3 3 3 3 3 40 % 50 40 40 3 3 3 3 3 4 X 60 40 a 3 3 3 3 3 5 7 a 4t I 4 1 1001 W. Crosby Rd. • Carrolfion, TX 75006 • P.O. BOX 819022 • DoRos, 77 753BI p+.+ A4G IXSCmalgll ASSEMBLY DRAWING SERIES 1140/1940 TEL SINGLE HUNG WINDOW N AJR— o.rto.wes_ tt/OS/OT B GEN-0013 SHEABYCl CAULK BE IN EXTERIDRFINISH BY OTHER'. PERIMETER BY OTHERS t— WINDOW WIDTH' I/4 MAX' I SHIn SPACE 2 X BY WOOD BYOTHERS SHIM AS REO'D. x WOOD2BY THERS FIN TYPE WINDOW 48 INSTALLATION FRAME JAMB ANCHOR SCREW MIN. SHIM AS R[0'D. GLAZING EMBEDMENT SEE NOTES) nA x. SPACCI D EXTERIOR PERIMETER CAULK FIN TYPE BY OTHERS WINDOW FRAME HEADER- AS INSTALLATION EXTERIOR ANCHOR SCREW FINISH CAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS GLAZIN( SEE NL.__. EXTERIOR FIN TYPE FRAME Sit PERIME7E By DIMES EXTERIORFINISHBYOTHER CAULK B SHEAT H 11.v BY OTHERS SECTION l WINDOWHEIGHT 2nA; WINDOWHEIGHT L EO'D. 1/4'NAX. SHIM SPACE 18 INSTALLATION NCHOR SCREW 2 X WOOD BY OTHERS 4 COMPARATIVE ANALYSIS & ANCHOR CHART v N W DESIGN PRESSURE N0. OF a8 SCREWS NO. OF 0.099 DIA. NAILS SIZEINCHES) CAPACITY IN PSF REQUIRED IN FRAME REOUIRED IN FRAME VIDTH/HEIGHT EXTERIOR INTERIOR HEAD L SILL B EA JAHB HEAD L SILL H CA. JAMB 20 K 30 40 40 2 2 2 2 20 x 40 40 40 2 3 22 2320x50 20 . 60 4040 4040 22 33 2 3 70 . 30 40 40 2 2 e2 230a4040402J 2 330X50 30 x 60 4040 4040 22 312 4 40 x 30 40 40 3 2 3 J40X40 40 X 50 40 % 60 404040 40404 333 33 33 45 5D . 30 40 40 3 2 44 35Dx40 SD 50 4040 4040 33 33 4 4 50 . 60 40 40 3 J 5 40 40 4 CENTRAL FLORMA R.®AA.F. MANUFACTUnR INAME: ER c A/ r/Minh/M MASTER FILE # . NOTES1) WHERE WATER RESISTANCE TEST REOUIREMENT OF 157. OF DESIGN LOAD APPLIES. POSIT IWE DESIGN LOADS 'ILL BE LIMITED TO 40.0 PST DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FIN OIWFRAMENDW IN WOOD FRAME OPENING WITH . V0 By WOODSTUDSUSINGa8SCREWSVODSUFFICIENTFIC]LENGTH TO PROVIDE MIN. 1' EMBEDMENT INTO SUBSTRATE OR 0.099 IN, DIA NAILS. 3) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE OUANTITT LISTED 2 WITH NEXT LARGER SIZE. 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD HEARING SHIM EOUALLY SPACE MAX. ALLOWABLE SHIM STACK 10 BE 1/4'. ANCHORS ( TYP.) 5) WINDOW FRAME MATERIAL, ALUMINUM ALLOT 6063. 61 USE LAIC% CAULK BEHIN WINDOW FIN AT HEAD. SILL L JAMBS. Z) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAT VARY PER REOUI REMENTS CIF AS TM El 300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO OUALIF ]ED. 9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' nAX. <7YP.) 6' MAX. (TYP.)-- ELEVATION 1 VIEWEDFROMEXTERIOR CAULK BETWEEN— VDOD BUCK L MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE L FOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH — BY OTHERS PERIMETER CAULK - BY OTHERS FLANGE TYPE- INDOW FRAME HEADER WINDOW EXT[RIOR HEIGHT ONE BY WDOD NOTES_ BUCK BY OTHERS 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIP, MAX, ALLOWABLE SHIM STACK TO BE 1/4. INSTALLPTION ANCHOR 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3/16 DIA, TAPCDN USE LATEX CAULK BEHIND WINDOW RANGE A7 HEAD. 54t @ JAMBS. P) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. F— SHIN AS REO'D SEE NOTES) 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITY OF WINDOW L IN -a TALLAYION IS LIMITED TC 40.0 PSF. 7) FOR INSIALLATON OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONCT OPENING, USE13/16' D1A. TAPCDN TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE 'IIN. 1-114' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L 24• D.C. MAX. BETWEEn. 1-I/a• MIN. B) BUILD DOWN ARDMD CURVED PORTION OF WINDOW FRAME TO BE ENGIN[ERED BY OTHERS. EMBEDMENT BUILD DOWN MUST BE OF SLKFICIENT STRENGTH TO ADEQUATELY TRANYER'LOAD FROM WINDOV TO THE STRUCTURE. 9) ELEVA71DNS SHOW COMMON CONFIGURATIONS, IT IS NOT INTENDED TO LIMIT USE OF THIS 1/4' MPS. PRODUCT TO THESE TWO CDNFIGURAIIDNS, THIS SHEET APPLIES TO ALL CONFIGURATIONS SHIM SPACE THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FLED WINDOW FRAMING SYSTEM. CENTRALFLOREDA B.®.p .F. MANUFACTURER NAME - A-- L7Fg ,4+c MASTER FELE # o2 MASTERLAZING ITTP. SEE NOTES) BUCK HEIGHTSHIM AS REO'D SEE NOTES) FLANGE TYPE vINDOV FRAME SILL ff ONE BYBUCK BWOODOTHERSYPERIMETERCAULKBY OTHERS I- 1/ A' MAX. SHIM SPACE aa EATER ]OR FINISH 4 BYOTHERS4 CAULK BETWEEN WINDOW FLANGE L WOOD BUCK 1- 1/4' MIN. J EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DI.. TAPCDN BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION 1 WINDOW WIDTH --- . I ELEVATION VIEWED FROM EXTERIOR 1 7 71- rfL BUCK WIDTH SHIM PS RED' ISEE NOTES, FLANGE TYPE IN [ RAH` JAMBEI _ \ 1/ a' SHIMSPACE 1/ a• MIN. EMBEDMENT BETWEEN fV// ly WOOD BUCK L S., MASTOPENING d BY OTHERS GLAZING ( ITP. 3116*INSILATIONANCHOR SEE NOIESIQ /16' DIA. TAPCDN ONEBY WOOD PERIMETER CAULK BUCK BY OTHERS tHERS BY OTHERSEXTERIOR FINISH CAULK BETWEEN BY OTHERS VINDOV FLANGE V DOD BUCK VINDGWVIDTH CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS IOW WINDOW / iHT HEIGHT 2 1 WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR L.L 1001 N. C- by Rd. • C-111., TX 75006. P.O. BAL 819022 • D oks. TX 7SS81DA.- a ... :PTIIAV INSTALLATION DRAWING ONEBY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOV BB N/A BT C. _ 3/ 20/02 B I GEN-0025 SHEATHINL BY 0THER'. CAULK B' EXTERIOR F BY OTHERS PERIMETERCAULKByOTHERS FIN TYPEFRAMEHE GLAZING 11 .. . SEE NOTES FIN TYPE --- FRAME SILL / PERIMETER CAULK J BY OTHERS de INSTALLATION ANCHOR SCREW (TYP.) EXTERIOR FINISH_ BY 9--HERS CAULK BEHIND FIN — SHEATHING BY OTHERS NSIALLATION HOR SCREW (TYP,) SHIM AS REO'D. SEE NOTES 1/A' MAX. 1 SHIM SPACE INDOWHEIGHT - I/t' MAX, SHIM SPACE SHIM A$ REO'D. SEE NOTES 1' MIN. \— 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 WIHE 1) CIjOE 9GN PRESSURE CAPACITY Of vnNOOw & INSTALLATION I$ 40.0 PSF. 21 INSTALLATION CF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS. USING O.C99 IN. CIA NAILS. PLACE .099 NAILS 6' FROM CORNERS MAX. @ B' O.C. MAX. BETWEEN. j) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUCS. USING /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE Mw. I IN. EMBEDMENT INTO SUBSTRATE. PLACE SCREWS 6' MAX. FROM CORNERS k 21' CC MAX, BETWEEN. SHIM AS REO'D. AD:ACE%T TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4. _ S1 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAl .AROUND EXTERIOR OF WINDOW FLANGE. 8) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS, 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD- DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOI:ATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. 1T IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM- CENTRAL- FLORIDA B. O. A. F. MANUFACTURER NAME: NER.a,L Ad ISM UV I W MASTER TME ELEVATION VIEWED FROM EXTERIOR SHIM SPACE TWO BY FRAMINGSHIMASREO'0. BY OTHERS FIN TYPEFRAMEJAMB 1' MIN EMBEDMENT HEATING BY OTHERS GLAZING (TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS XT RI R 16 INSTALLATION ANCHOR SCREW (TYP.) WIDOWWIDTH PERIMETER CAULK BY OTHERS SECTION 2 IHE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN wtNDOwFLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER — EXTERIOR FINISH BY OTHER PERIMETER CAULK J BY OTHER / FLANGE TYPE WINDOW FRAME HEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULK BY OTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR 3/16- DIA. TAPCON BUCK WIDTH I 1 MINElEDMENT HIM AS REOb FLANGE TYPE 1/4 $HIM SPACE MAX. SHIM AS REO'D. SEE NOTES) Q ( SEE NOTES) WINDOW FRAME JAMB Q CONCRETE OR a MASONRY OPENING BY OTHER 1 1/4' MIN. ENBEDMENT y INSTALLATION ANCHOR 1.- 3/16- OIA. TAPCON PERIMETER CAULK Q' BY OTHERS CAULK BETWEEN WOOD BUCK & 1 1 SHIM WINDOW WIDTH MASONRY OPENINGSPACEMAX. BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE BY OTHERWOOR-BUCK BUCKHEIGHT SECTION 2 ANCHOR (TYP.) J K I HE PRE CAST SILL Q a BY OTHERS CAULK BETWEEN vnNDOw FLANGE PRE CAST SILL WITH VULKEM SECTION 1 . 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 850D ADHESIVE SEALANT NOTES: DOW B CHT A - t WINDOW 1) SHIM AS REOD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4- - 71 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVED EQUAL a.) .APPLICATION OF VULKUA 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTSOFASTM E1300GLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 14SO SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. 6) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/ 16- DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN, EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D, 11) IF Ex ACT -WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANIITY LISTED WITH NEXT LARGER SIZE. ELEVATION VIEWED FROM EXTERIOR D F 1 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART VANDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME vADTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H.,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A;G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 X 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A.G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B,F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B.F,G 72 x 55 40 40 H,K A,B,C.D,F,G CENTRAL FLORMA B. €). A. F. MANUFACTURER NAME: MASTER FILE # g DATC rw WG NAME e, 3/20/02 I SEN0027 m .. w wnAn.IKAr ... aurz ,.,.-F.,_.n. r.arc. v,.a •-c.[ t•u,l q:-<t<, •.A l.c>7 .ef-<xa SHEATHING CAULK BETW.2EN FIN SHEATHING 2 X FRAMING BY OTHER SHEA`:NG r Br OTHER By OTHERS 1I" MIN 1 CAULK BETWEEN1/4 MAX.—JI i3 SCREW 'NSTALATION EMBEDMENT FSHIMASR_OD SHIM SPACE SHEATHING & FIN BY OTHERSANCHOR (TYP.) 2 % FRAMING SEE NOTES) EXTERICR FINISH EY OTHERS BY OTHERS FIN TYPE 1-MIN WINDOW FRAME"' EMBEDMENTPERIMETERCAU! K Br CiHE. R 5 IM SPACEJAMB r T q8 SCREW INSTALATION F: N 7YFE I ANCHOR (TYP.) W.NDCW FRAME HEADER SHIM a5 REO'D SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXT RIOR PERIMETER CAULK HEIGHT BY OTHERS XT RIOP. FIN TYPE SECTION WINDOW 6"MAX.(TYP). FRAME Sr. L EOUALLYSPACE 6" MAx.(TYP) ANCHORS (TYP, O HEAD, SILL, SILL STOOL & JAMBS) BY OTHER PERIMETER CAULK,/---------- 1/4 MAX. Bt OTHER SHIM SPACE 0 _ 0 SHIM AS REO'D 18SCREW ( SEE NOTES) WINDOW INS?ALATIpNHEIGHT \ ANC=OR (TYP.) Z X {RIMING \\ Ix\— BY OTHERS \ \ xTE .:OR O F:N 15:- RrC-iERS CAULK BETWEEN COMPARATIVE ANALYSIS & ANCHOR CUANTITY CHART WINDOW SIZE DESIGN PRESSURE 8 SCREWS REO'D. 099 NAILS REO'D. INCHES CAPACITY IN PSF IN FRAME IN FR.AI WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EA Ct+ HEIGHT SILL JAMB I SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 WINDOW FIN & 1G { p y ( SHEA iINGSHEATHING02 .!tfYTRAL ll'.ttliU DA B.'IJ.A F. BY C- HER 1" MIN. EMBEDMENT SECTION 1 1 MANUFACTURER NAfat U%. Rt_ NOTES: 24" OC ANCHOR (TYP.) /Pj L 1) Ste!' AS REC-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD MAX.(TYP). I MASTER 'FU E BE:RING SHIM 'MAX. ALLOWABLE SHIM STACY TO 2-_ 1/6'. 2) W.%DOW FRAME MATERIAL ALLOY 6063 _ - WINDOW WIOHT 3) UH LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAM8S. 41 USE LATEX CAULK FOR PERIMETER SEAL aRCJND Ex7ER10R OF WINDOW FF. AME. 5) G--55 THICKNESS MAY WARY PER THE REOUI.EMENTS OF ASTM E1300 ELEVATION _ '- Sn.GLE GLAZINGISSHOWN. INSULATING GLASS IS .ALSO OUALIFIED. 6) D;+MNG APPLIES TO INSTALLATION OF FIN FRAME WiN_OW IN WOOD FRAME OPENING R •, i r!'' IWI M. GvibT EA•CortRYIeA n T5006 •P.9. Be. 119077 •DeEofi it )5lCI Ya-- TWO BY :rp00 STUDS USING 099 IN DIA NR:_s ;; /E SCREWS OF SUFFICIENT VIEWED FROM EXTE. IOR''• 1-•• P, LE`.) TH 70 PRCWDE MIN, EMEILDMENT INTO SU: R. E. - INSTALLATION DRAWING WOOD FRAME STRUCTURE 7j IF _<ACT "NO2W SIZc IS NOT LISTED IN CHART, .SE fiCHCR OUANTITY LISTED WITH SERIES I130 /t98D u001FIE0 HORIZONTAL SLIDER NEr- LARGER SIZE. F 8) GE'•ERAL ALUI'-IUM'S 1180 SERIES HORIZONTAL 1, DE- ;c SHOWN, THIS PRINT ALSC ORn1 C KD AF=-ES TOT-- 1980 INSULATING CLASS HCRIZON'AL SL'pER SERIES. BB N/A tOr 2•a[ II DATEHWM9ER tort Isry RCMsa er 103/I1/02 I GEN-002! o•.e F• rt.-.ax. a.I.:w ..-...uaK •. s,..t -m. t...w ..co. Tx s ..-.t (•=:1 em-e:e r.• ; a . - ::e4 MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) m SECTION LJ EXTERIOR DWG NO: GEN—. 0452 GAFP MULLION II I DIE NO. 1445 I II I i II I INSTALLATION I I I I MULLION I II IANCHORANCHORIII TYP.) BRACKET I . CENTFcAL FL® A B-0-4160 k • INSTALLATION ANCHOR iTFFACTURER S (TYP.) STER FILE # v ° SEE NOTES 8 SELF TAPPING a° a v a I I a °; o # 2 & #3 SM S(TYP.) SUBSTRATE 1-7/8" MULLION DIE NO. 1445 A -A v ELEVATION SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. EA: ENERAL ALUMINUM CORP. CARROLLTON, TEXAS N VERTICAL MULLION INSTALLATION DETAIL UMINUM TUBE MULLION, DIE NO. 1445 DRN: JS APRVD:..- - - - DATE: 3/1 7 /02 SCALE: MATL: - - - - DWG N0. GEN-04S2HALF BOS-O]65 FAX 407-805-0l66PREPAREDBY: ,PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PHONE 407 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WOW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS, READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054X366 CA020122 FEB. 19, 2002 02-0217 0 16rf GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P. W. SIZES WDW. WTH. > WDW. HGT. V 16. 000 24.000 36.000 48.000 53.125 73.000 16. 000 1609 1497 1497 1497 1497 1497 24. 000 622 515 486 466 465 465 30. 000 331 262 241 219 203 203 36. 000 279 220 200 180 164 162 48. 000 268 211 192 172 156 153 60. 000 204 158 143 127 112 108 72. 000 153 117 106 92 79 76 CHART APPLIES ONLY TOMULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020123 FEB. 19, 2002 02- 0217 DWG NO: _ 0451 MULLI, ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION NCHOR YP.) I I I II II I II 8 SELF TAPPING I II SMS (TYP.) I II I I MULLION ANCHOR BRACKET MULLION DIE NO. 1446 SECTION A- A o ° v a a ni ,nnTn A Tr MULLION DIE NO. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES a a o # 2 & #3 o --- v 1 _ - iQ" MANUFACTUREREXTERIORELEVATION MASTER FILF, :# 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0, 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4 MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD AREA: —_-- DRN: JS APRVD: ---- DATE: 3 /i FRAMING. WT/FT: —_-- SCALE: MATL' DWC NO: HALF ---- GE.. PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-FG5-0!" SHEATHING BY OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'O'D _— INSTALLATION ANC LR DOOR WIDTH MAX. SHIM SPACE TWO BY VOOD SEE NOTES) 02 SCmLW— I-I/0 nIN 6r OTr:ERS- CAULK BETWEEN EMBEDMENT DOCK FLANGE TWO BY 1000 SLIDING GLASS I SHEATHING BT OTHERS DOCP. FRAHE JAMB V SLIDING CLASS DOOR 1/4' MAX. (SEE NOTES) HOOK STRIP f?\ fl\ 1 I r SHIM SPACE X\ $rin A$ REO'D. ai. _ fi to 1C>,4 k7WvD}ERS SLIDING GLASSDCOP.FRAME SILL 1-1/8• MIN. — EMBEDMENT SLIDING GLASS DOOR FRAME HEAD INSTALLATION ANCHOR R8 SCREW TEMPERED GLASS CAULK. BETWEENTYP.) DOOR FLANGE L SHEATHING PERIMETER SHEATHING CAULK BY BY THERS TEMPERED GLASS OTHERS STUCCO (TYPJ OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B re- iNST-LLATICN ANC'riRR 6 SCREW TWG BY WOOD BY OTHERS CAULK BETVEEN HOOK STRIP L SHEATHING SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS NOOK STRIP DETAIL I-1/8- MIN. EMBEDMENT IOT;S. N DOOR HATCRIAL ALUMINUM ALLOT 60612) AB [MSTALLATICN SCREWS MIST SE Or SUFFICIENT LENGTH TO ACHIEVE MIN. ENBEDNCHTOF1-1/e' INTO WOOD- TAPCON TTPE INSTALLATION ANCHORS AT SILL MIST BC OFSUFFICIENTLENGTHTOACHIEVENIMEMBCDMEHTOF1-1/4' INTO MASOHR, OR CONCRETE 7) INSTALLATION ANCHOR CHART D. BACK Di THIS SHEET. Al USE SILICON ZED ACRYLIC CAUL[ 3ENlND DOM FLANGE AT HEAD L JAN9S. S) USE SLLICCNIZED KRTLIC CAUiz FEW PERINETCR SEAL AROUND EXTERIOR OF ODOR.. 61 If CzKT DOOR SIZE IS HOT LISTED IH ANCHOR CHART. USE ANCHOR OUANTITT LISTED WITH HESTLARGERSIZE. FCR THC APPROPRIATE DESIGN PRCSSURE RCO'D. - T) FCR POCKET DOOR SIZCS USE CLOSEST 31PASS DOOR SIZE L CONFIGURATION M FINISHED OPENING B B) GUTRIP AS S.0— MS INS HESTTALLATION A NNDT FERN RCOUIRE HE HTOF SASTM E13M GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TENPERED GLASS IN St O,AZED DR INSULAT(NC CLASS ION JANI / SILL CORNERS ARE TO 3E ;CA ja WITH A SHALL HINT SEAR SFALCP- t11 SHIN AT REO•D, AT CA. SCT CF INSTALLATION ANCHORS. .... ALLOWA3LC SHIN STICK TO 3E 1/A'. 2) ALL INSTALLATION ANCHORS MUST 3E NADE OF CORROSIONRESISTANTMATERIALS 17> WMERc •i' RCPRCSEHTS HOv INGPANEL AND 9' RCPREiENiS PIKED PANEL APPRGvEO C:NFIGURA FILMS ARE AS LISTED CM ANCHOR CHART ON 3ACK OF THIS SHE T. EXTERIOR ELEVATION I') HOT ALL C EIGURATICNS LISTED A30VE ARE SNO ON THIS DRAWING. MVEVER INSTKLATIOH SECTIONS -A•• 'B-3' L HOCK STRIP 7ETAIL APPLY TO INSTALLATION OF ALL APPROVED p d , A '= d A A D 1- 1/7' MIN. Cowl TICKS. LE ( Z PANEL DOOR SHOWN S> fLORIDA Cz TRUDCRSIWD ,TRIES SL:DiNG GLASS DOOR IS SHOWN THIS PRINT + SO APPLIES T7 2000 SERFS AND SOD SERIES D LIBERALLY APPLY j CAULKING UNDER 'ILL OR $ ES. SILL,rN ZED INSTALLATIC'N _NC:iCR OF C=NCRE_E 3/16' DIA. TAPCGN / SECTION A -A FE 12002 EMPERE GLASS <7YPJ DOOR HEIGHT D mBEDNENT A I B II DESCRIPTION I DATE INI F L 0 P I D A EN TRI DC RS SA. NFOPDFL. TITLE: SLIDING GLASS DOOR INSTA. LLA.TION WITH -S SCREWS DRAWN BLS? I APPROVED BY: 1 SCAu LE: „ DR'G I ATE: c::i/G! I CONCRETE OR SHIM AS PE'C'DMASC'NRY OPENING Sr. NOTES) BY GTI;ERs CAULK ErTWEEN DOOR FLANGE L VOOD BUCK CAULK BETWEEN PERIMETER V'OOD-BUCK 6 CAULK BT MAS'Y. OPENING BY OTHERSOTHERS- STUCCO 111 Pr OTHERS 0B INSTALLATION ANCHOR I SCREv (TYP. VHERE — TAPCONS ARE NOT RM O.) SLIDING GLASS DDGR FPAME SILL 11 d INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR R8 SCREV (TYP. VHERE ONE BY WOOD iAPCON7S ARE NOT REO'D.) BUCK BY OTHERS 1 114' MIN. EMBEDMENT l SLIDING GLASS DOOR FRAME r ]/4' MAX. JAMB D ; • I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ DOORHEIGHT D d EMBEDMENT MIK J/ D LIBERALLY APPLY CAULKING UNDER SILL OR SET SiLL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' D:A. TAPCON rrr7TnK1 A A TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH Flll* Mc%. SHIM SPACE 1 1/4' MIN. iEMBEDMENTONEBY VOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L NAS'Y. OPENING BY OTHERS tSHIM AS REO'D. SEE NOTES) d INSTALLATION ANCHOR 3/16' DIAL TAPCON Q CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONPY OPENING BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA. TAPCON WOOD BUCK C HAS''. OPCHING BY OTHERS SLIDING CLASS DOOR d CAULK BETWEEN HOOK STRIP HOOK STRIP t Q WOOD BUCK 1 . 1-1/4' HIM EMBEDMENT Q I Q T ONE By WOOD " BUCK BY OTHERS STUCCO BY OTHERS Nrt41 1AA14 B.O.A.F.TEMPERED GLASS TYP.) SECTION B4&MHACTMR r(B-A; SLIDING GLASS DOOR a t'" v INTERLOCK MASTER FILE# HOOK STRIP DETAIL 1) DOOR MATERIAL• ALUMINUl ALLOT 6063. 2) 7APCON TYPE INSTALLATION ANCHORS MUST BE OE SUFFICIENT LENGTH TO ACHIEVE Mkt EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 35 ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRANC MEMBERS. 4) IAPEON ANCHOR CHART ON BACK OF THIS SHEET. S) USE STUCCO DOOR FLANGEACTLICCAULKBEHINDDOFLANGEAT HEAD L JAMBS. 6) USE SIL ICONI2 ED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXIERIDR OF DOOR 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, UNC USE ANCHORDUANTIl' LISTED WITH NEXT LARGER SIZE. FOR 71C APPROPRIATE DESIGN PRESSURE REED. B> FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION 70'FIMSMED DPCNINF. PLACE iAPCDHS. 1N FRONT or mCm STRIP AS SNOVN. 9) GLASS THICKNESS MAY VART PER REDUIREMEM7S OF ASTM E1300 GLASS CMARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCDN ANCHOR SHOULD BE FILLED WITH K6 SCREWS OF SUFFICIENT LENOIN TO PROVIDE HIM A/B' EMBEDMENT INTO VOOD BUCK. II, DOOR _17 IS APPROVED USING TEMPERED GLASS IN SINGLE Q ZED OR INSULATING GLASS. 12) JAMB / SILL CORNERS ARE TO SC SCALCD V17M A SMALL _DINT SEAM SEALER. 33 SHIMASRED -IL AT EA. SET OF INSTALLATION ANCHORS. MAX µLOVABLE SHIM `TACK TO BE 1/4•. 15) ALL IMST ALLATION ANCHORSMUST BE —BE OF CORROSION RES:S7AN7 MATERIALS. vH[R[ 'X' REPRESENTS MOVING PANEL AND "0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS APE AS LISTED ON AMC HOR CHART ON BACK OF THIS SHEET. 161 NOT ALL CONFIGURATIONS LISTED ABDVE ARC SHOVN ON THIS DRAWING. HOVCVER INSTALLATION EXTERIOR ELEVATION SECIIDNS 'A -A• •B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATIONS OF ALL APPROVCD 2 PANEL ODOR SHOWN COKIGURATID 41, IT) INSTALLONEIAPCOMINEACH PAIR OF FACTOR' APPLIED INSTALLATION HOLES UNLESS NOTED OTMERVISE ON ANCHOR CHART. SEE BACK OF THIS SHEET. IB) FLORIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR IS S DVN. THISPRINT ALSO APPLIES 70 20DD SERIES AND 300 SERIES- REVS DESCRIPTION DATE IINr - L P I D A INT.RINC.PS SANFORD I I TITLE: SLIDING GLASS DOOR INSTALLATI N WITH TAPC NS lip DP -AWN BY: 3B I APPP.OVED BY: N•r. t;1 N7C/N; Ic.•.)r. NiTC n...' .. 1, rVnF.7) TAPCON ANCHOR, CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TOI 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, Ox, XO 48 X 80 3 3 3 4 4 4 3 3 4 5069 xX, OX. XO 60 X 80 3 3 3 4 a 4 3 4 4 6069 Xx, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5. 8068 xx, OX, X0 96 X 80 5 5 5 4 4 4 3' 4 5 10068 xx, Ox XO 120 x 80 6 6 7( ) 4 4 4 3 4 5 5090 xx, 0x, X 60 X 96 3. 3 3 5 5 5 4 5 6 I 15 I I8080XX, OX, X0 96 X 96 5 5 5 5 5 4 6 6 10080 Xx OX, X0 120 x 96 6 A 7 ( ) 5 5 S 6 6 50100 xx, x, x0 60 x 120 3 3 3 6 6 6 5 6 7 60100 XX, OX, X 72 X 120 4 4 4 6 6 6 6 I 7 I 8 0100 xx. QX, XEL 96 X 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 6 4 4 4 3 4 5 12068 X0 145 1/8 x 80 7 157 9 (D2) 4 4 4 3 4 5 15068 OXO 181 1/8 X 80 9 D2) 11 <D3) 4 4 4 3 4 5 9080 Ox0 109 1/8 X 96 5 6 5 5 5 4 6 6 12080 OXO 145 1/8 X 96 7 8 (D14 9'S$2):'Sn= w:`ik`•:'S 4 6 6 15060 OXO 181 1/8 X 96 8 5 5 5 4, 6 6 90100 OX 109 1/8 X 120 5 5 6;. _44 --11 6= fi1'- ; Dll 6 I 8 10 I20100 OXO 145 1/8 X 120 7 D2) 6 6 7 (Dll 6 ! 8 10 9068 XXX 106 5/8 X 80 5 5---:-. _ b- ____ 4- 4 -° 4 3 4 5 12068 XXX lag 5/8 X 80 7 7 8 (DI) 4 . 4.,. " 4 3 I 4 5I15068XXX1785/8 X 80 8 O 1 q 4' 4 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 xxx 142 5/8 x 96 7 18 (DI) 9 (D2) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 103) 131 5 5 5 4 6 6 5 6 i I I1910600xxx1425/8 X 120 7 I'll 1 (n 1 6 6 17 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 1 4 4 4 3 I 4 I 5 16068 OXXO 191 5/8 x 80 9 10 (DI) 12 (D3) 4 4 4 3 4 5 l d(FUXXU 1 -:)/b X 70 b 6 7 (D1) 7 7 4 b b 12080 OXXO 143 5/8 x 96 17 8 (D1) 9 02) I 5 5 5 4 I 6 I 6 16080 OXXO 191 5/8 X 96 9 1 (01) 14 (D5) 5 5 5 4 6 6 10100 OXXO I (D7) I 17 I I160100OXXO1915/8 x 120 0 (D1) 113(DD4) 16 6 6 Dll 6 8 10 10068 Xxxx Ili 1/4 x bU 6 6 4 4 J 4 1206E XXXX 1141'1/4 X 80 7 7 18 (D1) 4 I 1 I16068XXXX1891/4 x 80 9 (DI)D10D2) 12 (D4) 4 4 4 3 a 5 10080 XXXX 11 1/4 z b 6 7 (D1) D 5 4 6 12080 XXXX I 141 1/4 X 96 7 18 (DI)9 D2) I 5 I 5 15 I 4 I 6 I 6 6080 Xxxx 189 1/a x 96 S <Di) a ( 4) z (D5) 5 5 5 4 6 6 100100 Xxxx 117 1/4 x 120 6 6 7 (DI) 6 6 DI) 6 8 IO 120.00 xxxx 1.1 1/4 X 120I 7 8 (D1) I 10 (D3) 6 6I 7 (D I) 17 6I 9fI 10I60100XXXX189I/4 X i20 i0 (D2) 3 (n5) 15 D7) 6 6 7 DI) d— i 8 l0 vv4 N FEd' FC 2 4 ANCHOR NOTES: I) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. -D1' THRU -D7' DESIGNATES IN WHICH SIZE 8 CONFIGUP.EATIONS TWO TAPCONS ARE REO'D. 2) 'DlMEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) - D5- MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD 2 SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD 8 SILL. B: SECONDLY, AT EACH END OF HEAD S SILL NEAP. JAMB CORNER, 1F NEEDED. C= LOCATIONS IN HEAD 8 SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAR HEAD 8 SILL CORNERS. C: LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A v B. r l n n EXTRUDERS i• _ L f _ A INT. INC. SANFORD. FL. iOLE' SLiDING GLASS DOOR TAPCON F,;_eSS CHART B3 ;: 01/!4/02 C i ViL N.T.S. GA: 16 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 S.H. SIZES 19.125 26.500 30.500 737.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 26.000 758 705 705 705 705 705 243 229 220 219 219 38.375 293 138 109 101 91 85 85 50.625 54.625 108 85 78 70 63 62 102 80 73 65 59 58 55.625 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT B APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4 A. f 7. FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA77ON ENGINEERING, INC. c 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD CTYPJ INSTALLATION ANCHOR TYP.) 8 SELF .TAPPING SMS CTYPJ MULLION ANCHOR BRACKET. SEE NOTES 2 & #3 D d MULLI N------- _ ° DIE NO. 1447 @UNT FL MANINACTURER NAME: MULLION r+ ..—.n I A i ,.,e.rbw DIE NO. 1447 p FILE # 6 SECTION B-B D v DWG NO, GEN-0453 INSTALLATION ANCHOR CTYPJ D a SUBSTRATE a v v SECTION A —A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAL} TO SILL. ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. I 9 EXTERIOR 2) IN MASONRY CONSTRUCTION, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS B B OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MUL:LION ATTACHMENT 'IN SECTION B-B IS TYP. AT JAMBS. E NERAL ALUMINUM CORP. CARROLLT N, TEXAS e RIZ NAL MULLION INSTALLATION DETAIL .b I _INUM TUBE MULLION, DIE N. 1447 e DRN+ APRVD+____ DATE+3/17/02ELEVATIElN - BB ---- SCALE MATL+ DWG N0+ HALF GEN-0453 c PRVARE4.w TECHNOLOGYTECHNGY CORP., 250 INTERNATIONAL PKVY.• HEATHROW. FLORIDA 32746 PHONE 407-805-0363 FAX 407-801-0766 - 64 fq GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WOW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 1.57 93 38 26 37.375 206 138 81 33 23 49.625 j 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 DNG No: 14-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUIi DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) i SEE NOTES 2 & #3IQo EXTERIOR ELEVATION MANUFACTURER Nj , I NOTES: DMASTE 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETA _ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD rAR. __-- DRN: JS AP- -_-- jjATE:3/1 ,, FRAMING. T: -_ _ - SCALE: HALF MATL: _ _ - - DWG NO: vGEI. _ _U PREPARED BY! PRODUCT TECHNOLOGY CORP., 250 MTERNA'ICNAL PNWY, HEATHROW, FLORIDA 32746 PHONE 407-605-0365 fAX 407-=;i-C3- Si° 1x GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0-W CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION FIN VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1448 P.W. SIZES WOW. WTH. > WOW. HGT. 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Z£/ 6 Z 0- SM I OLO- t000-Moot t-g-1 Of0' t0GO-OS900Y 198's A-U N1r4a3WCN JW 11161S X-SH 031108 ' XXXX-Os9oot Wd Nil NIN 8/1; J L L- H101M 8000 = HION31 j SZt ell L000-L1,6909 N/ d VAROS Y HIM ND00 01 HOV11V S8000 1331S 39NIH 2OIN30 • L000-£09LOY Wd 9L/L 1Oo f To NIW OLO" Th-----{- Zf/6 Z L000-1L6509 Wd SM32: DS f HIM NOW 01 H7V11V S3183S 06£/O6Z/09Z/ O9L HOJ 3Z:n XI3 '10B XXXX-LLLSOt Wd 19t/L Z O O O CD 0 0 1I 4- NM t60- h'---t 1Zf/tt Z lV31iOA •ASSV 1SDd XXXX- 9Zf60f Wd 31V1d 80013 ONcIpMO.tS Ali :..: 3ii ZZ4" W013 •31VId L000-Lff60t N/d F-00'S--- 0 0 00"9 0 O O O 1 1 332i SLSO" L000- LL6909 N/d SM3WS t H11M 8000 01 HOVLLV 3LC11XId d01 'L000-66LL0t N/d t--NIW OLO- o 0 ZV L1Z Z 1— NIi 90l' t 0 0 R 1 ANUFACTV ri1 - - THERMA o TRU CLASSIC CRAFT SERIES' 800UisWWQ GLAZED FBEROIASS DOOR WfTH WO00 FRAME NfFRAINOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDABUILDINGCODE1994EDITIONFORMFAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCTON DETAILS.OSHALL EMBEDAS MENTOBASE AND SPACEDASATERIAL SHALLBE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT M THE WATER REQUIREMENTS FOR M"l- D40E COUNTY WITH THE USE OF THE HIGH D4M BUMP THRESHOLD. SEE THE DESIGN PRESSURE CHART 13ELOW. 6. MUUII- OADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDELRES ARE AN OPTION AND CAN BE USED IN A SlNCLE OR DOUBLE CONFICURATON. RESI8ENTUIL INSUI` lg FlBERG!,ASS DOOR ommon to01frameconebons) poor k Sidefite Leaf Construction: Panel Fiberglass skin 0.127' minimum thickness, SMG Fy min.=6,0(X) psi Fa sheet idelite: Fiberglass skin 0-070' minimum thickness. SMC with yield strength Fy(min.)-6.000 psi C redesrancPolyurethanefoamcore, withl.9 lbs. density by BASF. fie panel skin is constructed from a 0.127' thk. sheet ). The interiorisisfittedwith1.9 Ibs. density 845E s 8 foom. The panel face sheets ae 9kied to the woad sU and rods. 11 KWtrfi-and hinge stiles ar L11 or LSL The latch stile which is 1.426 x 4.09 isthehatchndrdorcmhentThetooppandbatsmraiareofawoodamaterial. In the double doa oppficalion tM inactive doa s fitted with an extrvded aluminum astragal of 6060-T6 dkry. FrameThe frameis constructed from finger jointed. pine 7. 565- widex 125" thick The header is joined to the side jomhs wrTlh ( 3 %8 x j 5 PfH Screws at each side. The thi shdd s forted to the We pqmbs w (2) /tl x 2.5 PFH Scrnrs at loch side. The muGahs are securedpe together inaeoppicationusing, /8 x 2 long PFH Wood Screws x 837: r each minion. The aryls use on.outswmg BEwM itradhold measvug r Sk/ Cl Lip Lice - OA size s 21.656'. wide x 58.093' secured 1.5LongTekScrews. The frvrhes are ceded with 95cone caulking (Dow 795) to sideile pond and to the gloss ro` cderde 0lazire SMC lip Lite with yield strength Fy(min.)-6,200 psi h M Up Lite with yieldstergthFy(min.)=Z145 psi - OA size is 9.85" wide x 65.85" high secured w/(16) /8 x 1.75' Philips Pon Head Screws. The frames are seated with silicone cotAkV (lbw 795) to sideite panel and to the glom Integral Flush Glazed - The sideite sash face pones ts ore molded to receim the insulated t glow is attached to the siddite foce sheewith silcane 9bzirg canpouhd (Dow ) TABLE OF CONTENTS I SHEET f) I DESCRIPTION J 11 nE L WTH 35.75' MAX...{ WEL WIDTH N 3 o J J { 3: xU w 14. 869' p - W =x 615 MAX. U x D.L. O. ' ca ED WIDTH x qqJ Z rn p0 d J cioitt3 v' 6 X xq Q ornTn L- cINC 0UT5WING UNR 74.5" MAX. OVERALL FRAME WIDTH o x U O w 14.869" 1 869" o D.LO. D. L.O. x WIDTH WIDTH J td o INA ACTNE Inn rvno P o, SEE DETAILA SH L EETT 31 . MAX. OVERALL FRAME WIDTH 36.62625' MAX. 15.5" MAX. PANEL WIDTH FRAME WIDTH F-r-W/ASTIACAL w x 14. 869" 14. 869" o MAX. MAX. If D.L. O. WIDTH D.L. O. WIDTH wi 9SiIi E INAC v SEEDETAILA' SHEET 3 13. 936 MAX. SIDELITE WIDTH 7. 125' MAX. D.L.O. WIDTH LIP LITE 7.0" MAX D.I-O. WIDTH INTERGRAL IJ1 DOUBLE W/SIDEIITES Ot TISWING UNIT (tea tt ALL ELEVATIONS r68. 5" MAX. OVERALL FRAME WIDTH 15.5- MAX. VIEWED FROM FRAME WIDTH THE INTERIOR k' ED J J U Z UU w xO pJJ 0 0XinQn an 0w SEE DETAILA' SHEET 3 DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED W/OUT SURFACE BOLTS +47.0 PSF +47.0 PSF WITH SURFACE BOLTS + 70.0 PSF +70.0 PSF x 14.869' o D.L.O. WIDTH rn b e N 13. 938' MAX. SIDELITE WIDTH o> t O 0000 O In o 00 d CZ r, O Z O U 5 toOla100 O O 00n c 2 a - IJ U Z J3 O 0 7. 125" MAX. D.L.O. WIDTH UP LITE 7.0" MAX D.L.O. WIDTH INTERGRAL UI rq U> 61F d V o U Bun iNGcoNsuhrAr+ rs. hNc 813.684.3831 DWG. By'. WLN CHK. ar: RW D r WNC NO.: S-2177 SHF2f 1 OF t3 1' MIN. GLASS THK 2 1. MIN. PANEL THK. 6 Ic 48 `- Uwx n d t N 1.68" MIN. —^ m PANEL THK. 7 O o. Z v ,u m 78 N W e" 51 a d f m 3 SEE NOTE 3 IS SHEET 34 iY pp 42 0 p 1.68" MIN. x0W N o o p O O O PANEL THK. 1- U x SEE GLAZING DETAILS SHEET 8) Gjj wZ a J 49 0 p o 0 M Y EXTE6IOS pop INTERIOR mb Zy 1 op 0 rn a O op 42 N 20 0 p z L) p Ep 34 m 0 33 SEE NOTE 3THISSHEET N 52 43 SEE NOTE 1THISSHEET e22 OUTS1VERTICAL YANC SIDELITE PANEL 2 OUTSWING DOOR PANEL THESSECTMCROSS SECTION I WITH LOW PROFILE THRESHOLD - SHOWN HE "CLASSIC SEE DESIGN PRESSURE TABLE) CRAFT" FLUSH GLAZED 8 3/4' GLASS CE( I ?'t T . Ik'LARTI-DkLJ 0;0 L L r T•7 1` r IN RIOR 1' MIN. GLASS THK. SEE NOTE 2 1.68' MIN. -v THK. THISSHEETPANEL . :.; 39 7 Q . oIn 2N e• e A a-• A..... 2 OUiSWING DOOR PANEL W/ HIGH DAM SEEDESIGNPRESSURETABLE) NOTES: 1. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (4) AT EACHVERTICALJAMB, FROM THE TOP DOWN AT 13.5- 31", 48.5" 66'. THERE ARE (2) AT THE HEADER AT 4' IN FROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 2. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATIONWHEREAHIGHERWATERPRESSUREMUST BE ACHIEVED. 3. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" QUARTER ROUNDMOLDINGAROUNDPERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.D4" D4l WIRE BRADS AT 2" FROM EACH END A MAX. OF 12' O.C. p O apt^ Z (:) Ow0 00 LULU 0- i— V I/p BUILDING NSULTANTS. INC 813. 684.3831 NTS er: WLN er: RW NG NO S- 2177 2 of E ASTRAGAL RETAINER BOTTOM (2) BOLTS AT TOP (2) AT 807TOM INACTIVE Ain., I I I I i 1 - NTAL CROSS SECTIOLJ 3 O ASTRAGAL i EXTERIOR INTERIOR z Z . y 29 U i4s O o.: p co 0000, O Ooo off, 0- cr p2 z Y IN I R OZ01 1LLn O w co 45 SE NOTE 3 < THIS SHEET .. a Q SEE OTE 1 do 2 yl 00 aTHISSHEET DETAIL A" OPTIONAL ADDITION OF SURFACE BOLT 2 RI NTA 36 6 3 O "WON a is" MIN. 3 SEE NOTE U p N C-SINK 3 34 9 SHT.4 .. 16 17 INTERIOR 3 3 O SIDELRE TO BUCK NOTES: 1. THE SURFACE DOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE A HICH,PRESSURE RATING. ry 2. THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM i.-.,.T •. I("l. 11 !. [[,\ 1IW OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE. N-J• o+ua'+1- THE 57RIKqE5 FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD 3. THE 5/21FACExBOLTS WERE ATTACHED TO THE ACTIVE PANEL y }.a^^ WITH (4) 10-24 SEX BOLTS. U ymNJ 1 va i E NOTE joZSHT.4 0 813.684.3631 If: 1 1/7/14 y.E NTS cc. ar: WLN K. BY: RW NO: 5-2177 i¢r 3 or 8 MANUFACTURER NAME o XTERIOR 76 Bpi ci 7`rU E 25" MAX. ( SHIM SPACE a J Z MASTERR F1 ME1g 73 38 Go Ed 28 48 11 g , 76 28 48 1 4 o . OO o . O 0eo 29 _ 6 Y 29 7 2 Z= 10 v 8 S 6 'o w 7 17 HORIZONTAL CROSS SECTION 15" MIN. 4 LATCH JAMB TO BUCK, C-SINK q-. 1.15" MIN. EMBED. NOTES: 1. THE SIDELRE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELTIE FACE SHEETS WITH SIUCONE 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 54.0 77.0" 90.25 92.25 do 94.25 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5" PFH WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE 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", 23.0". 40.07. 57.07, 74.0" & 90.5 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 18 x 2" SCREW SECURINGTHEMULLIONSTOGETHERISTHESAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 17" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 1 3/4" SCREW. WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELJTEAT THE MULLION USE 110 x 1 3/4' SCREW. 8. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED (SEE DESIGN PRESSURE CHART). 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" QUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1" x 0.04" DIA. WIRE BRADS AT 2" SEE NOTE 5 SHT. 4 SEE NOTE 1 SHT.4 15" MIN. 2 H RI N7 R T N C-SINK 4 HINGE JAMB TO BUCK, 1,15" MIN. EMBED. EXTERIOR SEE NOTE SHE 5 p ww 1 m X= w rn 0 < 9 THIS SHT SEE NOTE 6 SHT. 4 25" MAX. IM SPACE 3HORIZONTAL 00E 4 ® STRIKE JAMB TO SIDEUTE O> OD SEE NOTE a O 7 SHT. 4 37 a:Z co') g5Ll Q W O^ 16 00 f\ ay y o0 0ojXooz nm m aQS OOZ IUD+!_ O SCWn 813.684.3831 NTS By: WLN BY.. RW NG NO.: 5-2,77 r 4 or I m SEE DETAIL "F" SHEET 5 6" 3" 66. 3" 3" 33IIII_II13H33TYP. SEE NOTE SEE DETAIL E' 3 SHT. 5 TYP. in N 3-T N p V7 V Ja U, Lci A• "B' .B" a UZ SEE A. g. _ _ DETAIL 51 _ I - NOTE: 52 A^ 51 51 A. _ A' .D• — t t t t TYP. t t t • t t I . g. t6- 3 ^ 3" F i-- 3' -T i' 6' 6' -- I 3" 6' 1 6" > L.1Ld V lltt % j )( j? ` 3^ ~ 1 3" 3" 1 1.1Ld IFL(G-RI[Di A 6' 6' 6" SEE DETAIL M-ZI TU , C 3 11BER 1 1tfi.1VLE oH" SHT. 5 / r a t/ j tj 7;lYl SUnHA l iLi7 g/LNDOUBLEDOORW/SIDELITES ! / II 7-'US -2" PFH WOOD SCREW 70 ATTACH THE STRIKE AND DEADBOLT PLATES 70 THE 1 JAMB OR ASTRAGAL EXCEPT IN THE MULLED eulLwn I DRILL THRU FOR APPLICATION WITH THE SIDELITE USE ITEM J43 A 16 x. consuLTvrrs. In 37 11 13 A 0.357" BOLT DEEP 2PFH WOOD SCREW. Bt3. 684,3B3tD ENOUGH FORA 2' ' BOLT THROW DATE: 11/701 13 0 Saae N.T.S. 10 0 SURFACE BOLT DWG. BY: WLN STRIKE PLATE cw. BY: RW SURFACE BOLT STRIKE PLATE 5- 2177 ppNYING N 10 DETAIL " H" ASTRAGAL DETAIL IKE PLATE RETAINER BOLT HOLES Arr a noTlllf.lCl ,AlRFAf-FSHEET 5 or 8 o> O Do a co — to ICC OC 6' 6" :300 Lw_j I 3Q00TYP. 1 In cc cl- N W 1373n- P_ SEE DETAIL TYP H" ui Nv TYP. ar, cr Qr3 VfviO p 13 TYP. SEE DETAIL u4m p N ZO un U p fY U' ¢ 2 N MV) oQ SEE DETAIL "F" SEE DETAIL SHEET 5 K- SHT. 6 6. 6" 6" N 3- 3" 3" 3" 1 6" 3. 3" 3- 3- 3• 1-1 I I I I 1 I I I 13 TYP I TYP. 7YP. TYP. SEE NOTE SEE DETAIL SEE NOTE SEE DETAIL 5 3 SHT. 5 3 SHT. 5 E_TYP. N 13 090= TYP- a N In N 13 — 13 TYP. vi TYP. N M' tD SEE DETAIL 52 M K 51 .L. 52 L- D. ILJ — — — . M. YP6 TYP.1 t61 !-- 3- 6" 3" 6" SEE DETAIL J" SHT. 6 DOIIBIF ,DOOR W/SIDELITES 91OO SURFACE BOLT STRIKE PLATE DETAIL K OPTIONAL SURFACE BOLT STRIKE PLATE LE DETAIL" H" 51 51 TYP. t t t om• t 3" 6" 3.] 3. 3. 6" 6" 6" SEE DETAIL H" SHT. 5 DOUBLE DOOR O> CV O op Otn CO N ao=to CCZOM8s0to O LJo OMOt\ SEE DETAIL ui W CL E" TYP. U 2to o n 2O N 0 mp z Zv a & KIV2 Q A 1 0 STRFACE BOLT SURIKE PLATE CENTRAL tgLL t A B e o o Ap K DETAIL OPTIONAL SURFACE M1NTUFACT R NAME BOLT STRIKE PLATE MASTERH 813. 684. 3831 c 11/ 7/01 uF N. T.S. o er: WLN K. BY. RW N G NO_ S-2177 rrT 6 or f LEI 1A O4 x 4 STEEL DOOR HINGE Z9- RED OAK CAP T—L Q rr BOTroM RAIL WooD coMPosDE 4--7.46" fY: HINGESTILE q CORE MATERIAL: LVL OR LSLALTERNATECOREMATERIAL' PONDEROSA. RADIATA PUTA,, EWOTTII, TAEOA OR SUGAR P, NE. OOUGLAS OR WHITE F1R, CEDAR. MJC06E _ CEDAR OR REDWOOD. OAK RED 4.09" OAK — CAP m w OfY' 1ATGH SIDE. STM CORE MATERIAL LN. OR LSL 8' r.75-1 11, r7 9 DRILL THROUGH FOR DRILL THROUGH FOR `L 357" DIA ASTRAGAL A /8 PFH WOOD RETAINER BOLTS SCREW 2 PLCS WINDUWB R 0 WR681 STRIKE PlA7E S LSLL 1 OWOOD COMPOSRE m L --1.077- N 36 BLANK SIDE cTif FFlNCLiiJOINTEDPONDEROSAPINE r-1.O7Y 1 42 ancTtR TOP 3 BOTTOM RAIL FINGER JOINTED PONDEROSA PINE u 1RFACE BOLT (IVES ATTACH TO DOOR USING Ill x 1 1/4" F.H. SHEET METAL SCREWS PROVIDED GAINER iTS 24 WINDJAMBER 11 WR68T ALLMINUM052" W 2.116" r---1.202- n J 28 MOLDET) OPEN LITE_ 5MC FRAME EXTRUDED SMC 92" Nm 779" 8Ou ION• R M.HC11- PRES<RN WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 4.565" T nIJ 0 2 35 WOOD FRAME n 4.625" I-- 2.203" m I T T a ig ' O11/5N7NC• BUMP FACE A IIMINI/M/WOOD THRESHOLD 050" WALL TYP. O7 oocccKlH WEATHERSTRIP0 8Y THERMA—TRUFDAMCELLCOREW/VINYL JACKET 2.875 O Ca`11 ATTACH TO SILL USING /10 x 1 F.H. SHEET METAL SCREWS PRO WITH BOLT. HIGH DAM THRESHOLD jg Ac7RAl.AI RETAINER ROLT MATERUL: C/R ROD ZINC h YELLOW CHROMATE TR r AL IS _ N 0 (n p Co Qp Qz . Lo 3¢ oO L 1 O, Do FO o n iCL= Es V UV BUILDINGNSULTANTS. INC 813.684.3831 ATE' owc. Br. WLN4 cHK. BY: RW S-2177 7 of r It m E RIPTI N Material 1 CLASSIC T RBERGIASS TH RIAA wi h' I n h F i = i 2 wpm- 3 TCH TI OCK K H -TR OR & 04K 1.50 x 4.125 R LSLIOAK 4 HINGERMA-TR OR 1. " x 1.4571 IV[ OR LSLIAL 5 NOT USED FOAM6POLYURETHANEFOAMBASF, 1.9lbs. DENSffY 7 SHORT REACH COMPRESSION WEATHERSTRIP THERYA-TRU FOAM 8 LONG REACH COMPRESSION WEAT14ER57WP THERYA-TRU FOAM 9 4 x 4" HINGE .097 THK. THERMA-TRU STEEL 10 10 x 3 4' I . PFH WOOD SCREW to Fmme STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 8 x 2" LG. PFH WOOD SCREW STEEL 13 8 x 2 1 2" L.G. PFH WOOD SCREW STEEL 14 INOT USED WOOD15NOTUSED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM. WOOD 20 HEADER 4.656 x 1211 -TRU PONDEROSA PINE WOOD 21 NOT USED 22 HINGE JAMB 4.656' x 1211" ERYA-TRU PONDEROSA PINE WOOD 23 1 KWIKSET TITAN 700 SERIES DEADBOLT 24 1 ASTRAGAL WINDJAMBI 11 WR68T .052 WALL 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 INOT USED STEEL278x1LG. PANHEAD SHEET METAL SCREW 28 610LOEo OPEN LITE FRAME EXTRUDED 5YC with the st F min =b,200 29 K40 x 1.50 PT THREAD SCREW, MAJOR OK 4.0MY FOR ITEM 28 SMEL 30 INOT USED 31 INOT USED 32 118 THK. CELLULAR GLAZING TAPE STIK-II TAPE 33 1 X .04 DIA WIRE BRADS STEEL WOOD343IQUARTERROUNDMOLDINGWOOD35BLANKJAMB4.656 x 1.211 THERMA-TRU, PONDEROSA PINE 36 SIDELITE SIDE STILE THERMA-TRU 1.531 x .656 PONDEROSA PINE WOOD 37 110 x 1 3 4" L.G. PFH WOOD SCREW STEEL 38 INOT USED ALUM. 39 IHIGH WATER DAM THRESHOLD SILICONE40SILICONECAULK 41 NOT USED 42 SIDELITE TOP k BOTrW RAIL -TRU 1.531 x -6WPONDEROSA PINE WOOD 43 8 x 2" LG. PFH WOOD SCREW STEEL 44 3 16" SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 NOT USED TCM 47 NOT USED STEEL GLASS48GLAZING. 1 INSULATED TEMPERED GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GL/lSS GLASS 50 CC BOTTOM RAIL 1.50 x .94 THERMA-TRU WOOD COMPOSITE WOOD C011POSIfE 51 3 16 TAPCON ANCHORING ELCO, 1.75 MIN. LG. STEEL 52 3 16 TAPCON ANCHORING ELCO, 2.5 MIN. LG. STEEL 53 10-24 SEX BOLT STEEL 54 PLASTIC LIP LITE FRAME PVC with o yield stre th F min =2 145 psi PVC C_XTERIOR 453' GLASS BITE E! O o:.. o: d o 0 '0jo Z i 6 w z a 0.5" GLASS SITE 0 O OO O OO O ° O O O O O O 1/2" STEEL INTERCEPT SPACER J SIDELITES ONLY) z N 1/8" TEMPERED O_>_ t\ IYGLASS N0Do 1/4" AIR d SPACE ZO1/8" 43/4 DECORATIVE W GLASS1/4" AIR TEEL SPACE 3 QOD INTERCEPT 1/8" TEMPERED m _ GLASS F= 1" INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W CLASSIC CRAFT" SMC UTE FRAME REQUIRED FOR DOOR PANELS) Z 453" GLASS = i Ad BITE o s< 2 v' J o130njcoo 2EXTERIOR1/8" ANNEALED OD N - GLASS U g AIR o z m a: o 25' SPACE a UFS 1/8" ANNEALED m 5 GLASS INT RIOR 3 .25' STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS_ W/ PVC LITE FRAME GLAZING DETAIL SIDELITES ONLY) 0625" THICK DOW 795 GLAZING COMPOUND w o 1/8" TEMPERED GLASS i 1/2" AIR SPACE e a.aiNc 1/8" TEMPERED Z ][ GLASS jJL" ® i9/7/01 scuE NTS D GLASS N ME • cNx. er: RW I IT 1J 16i' I- yy r a/ 7 1 oiuwwc no_ 7 r / (Q ISHES 8 OF 8 S,STER -FILElrr, Urlj1'r IL ftAIA r 11JUnIIJ41i., 1 l.c u MANUFACTURER NAME,. THERMA oTRU® CLA is CRAFT' INSWING t,-t1 SINGLE AND OOU6IFW7& w1O'UT siciar ES. INSULATED FIBERGLASS DOOR wrm WOOD FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MLAMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRICTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MLAMI-DARE COUNTY. 6. M41MI-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE. 7- SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. J RESIDENTIAL INSULATED FIBERGLASS UWK Common to all frame conditions) Door & Sidel'te eof Construction: Face sheets Door Panel: Fiberglass (SMC) skin 0.105" min. thk., Sidelite Sheet: O.D7" min. thk. with yield strength Fy(min.)=6,000 sCoredesign: Polyurethane foam core, withl.9 lbs. density by BASIp pQrLel n r i n: The panel skin is constructed from a 0.095" thk. sheetmmoingcompounSMC). The interior cavity is frilled with 1.9 lbs. density BASF rrethan, foam. The Panel face sheets are glued to the. wood sWe, and r its. e latch and hinge stiles ore LA or LSL The Itch stile which s 4.03 X 1.479 is the Itch reinforc" L The fop and bottom rai are of a wood corrposlte material. In the double door application the inactive door is fitted with on extruded aluminum astragal of 5060-T6 olloy. Frome Construction: the frame is constructed from finger jointed pme rteosun 4.Ti6S ride x I.17' thick. The header is joined to the side jambs with (3 /8. x 2.5 Ph1,'; FF11Qf1 Head. Screws. The threshold i rs joned to side jambs with eel 16go. 1 2 crown x 2 long staples ateachside. The mullions are secured together in a sidelite oppricotion using /8 2" kxg PF}f Wood Screws (6) scrers per each mylrion. The units uses anInswingSaddlethresholdmeasuring5.75 z 1.548 . Glazi SMC Lip Ute - CA sae is 27.5" wide x 50.79" high secured w x 1.75" Phillips Pon Head Screws. The frame are sealed with silicone couikmg (Dow 795) to sidelite panel and to the glass. S6teStina: SMC Up Lite with the yield slrugth Fy(min.)= 6,200 psi & TUC Lip file with be yield sImngI1 FXmin.)- 4,674 psi - OA size is 9.85' wide x 65.85' wide secured w/(16) /8 x 1.75" Phillips Pan Head Screws. The frame ore sealedwithsiliconecoulking (Dow 795) to sideMe pond and to the gloss. Integral Flush Glazed - The sidetile sash face panels are molded to receive the insulated Glass. Thealasisattachedtothesidefitefacesleetswithsiliconeglazingcompound (Dow 795) TABLE OF CONTENTS SHEET* BILLOF DESCRIPTION 1 ELEVATIONS & GENERAL NOTES 2AL CROSS SECTIONS 3NTAL CROSS SECTIONS 4IAL CROSS SECTIONS & NOTES 5RING LOCATION$ & DETAILS 6RING LOCATIONS & DETAILS 7G DETAILS 8OMPONENTS 9F MATERIALS & UNIT COMPONENTS A '+ 37.5- MAX. OVERALL-WIQIN 36" MAX. PANEL WIDTH nMAX.D x W... Z x asTYP.) w r / of _ a o X X NN v N r UNRSINGLEINSWING Q 10 MAX. OVERALL FRAME WIDTH 36.66.6Z5" MAX. 15.5" MAX. PANEL WIDTH --{ FRAME WIDTHW/ASTRAGAL I p P 13.9375" MAX. WIDTH 24.5" MAX. X o D.L.O. o TYP-) ' JJ r A OPTION it W/ SURFACE BOLTS -/ SEE DETAIL A" SHT.3 74.5" MAX. OVERALL FRAME WIDTH AL MODEfS 68.5" MAX. OVERALL WIDTH 36.625" MAX. ARE VEWED 24., W ASTRAGAL FROMPANELWIDTHINTERIORD.L.O. F if d f W 24.5" X MAX. o 4 D.L.O. X S (TYP.) J m Flo on co El v f 0 L DOUBLE INSWING UNO OPTION II W/ SURFACE BOLTS ncr ii "A" CWT It I r IoZJ 2 m o DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED OPTION I W/OUT SURFACE BOLTS 47.0 PSF -47.0 PSF OPTION II WITH SURACE BOLTS & WINOJAMBER _II ASTRAGAL 70.0 PSF -70.0 PSF 7.125" MAX. D.L-O. WIDTH LIP LITE TO' MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELTTES) 15.5" MAX. FRAME WIDTH 13.9375" MAX. WIDTH 7.125' MAX. D.L-O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) o> 0 03 O'o-1D-O=ram o Zo. Ow0 3QCD Zi W wUZ JLn nin rz O nWv aZ LT"! m m wa U.;tl UWU V 1W 0 5z < a U cn a Z BVILDINa CONSVLTAMS. INC Bt 3.684.3831 wTc 11/07/01 sv N.T.S. owc. er: WLN CK -RW a_ ii NO.: S- 2178 SHEET 1 or 9 in w wXU iN 2 ry z 8 a. ..0 6 y Z Y o... Z 1.68- MIN. PANEL THK. o: .o00 V 1— U SEE GLAZING cu- DETAILS = SHEET 7) 48 Z a 28 J 29 Q O N o EXTERIOR 9 INTERIO°r Goo t w t4 50 Z LW D n 16 2N Y V1 1.68" MIN. o N ^ PANEL THK. SEE GLAZING DETAILS SHEET 7) _ SEE NOTE 9 SHT.4 0 43 i o 0 SEE NOTE v n 5 SHT. 4 = ZQa 49 0 O o FXTERIO o iNTERIO Oo t o 0 o N of O o 42 o 00 5 Oo O SEE DETAIL 8 SHT.4 2. 1 " --{ 1.691' I h n m INSWING SIDELITE 31 BOTTOM 1300T 0.09" EXTRUDED VINYL WALL N 0 co o CLzQc)nOJW OwOgoo 00r. I, d I VV 9UILDING JNSULTAsrm. INC 813. 684.3631 SME: NTS D. G. BY: WLr CNIC er: RW w . NG No_ 5- 2176 SICET 2 OF z EXT RI R 9. QN JJQ Wo w i 18 1.15 MIN. Q EXTERIOR EXTEREMB. I R E= F N O cD 24 25" MAX. SHIMr pap Y 8 1 z ^ N J 15" MIN. C-SINK a p= O ZZ p ui SEE NOTE 27 0 w FXTERIQB U J LLj wzz 2 SHT.4 zY OW 0OaACTIVEw . 43 M " O n ODINACTNE49 13 W co 2 e v 6 O O ci ASTRAGAL RETAINER v" 6 36 3 n BOLT 8.0" LG. TOP 3 N J k BOTTOM (2) BOLTS 3 SEE NOTE i AT TOP do (2) AT BOTTOM RELQ 9 SHT.4 w wj m ow3534 16 17 INTERIOR In o z U " OVNi1 H I R TI INTERIOR xo 3 ® ASTRAGAL F OPTION 1) C, Z 3 H RI ONTA R -n N o- p n a 3 ® SIDEUTE TO BUCK m THESIDELITECROSSSECTIONcO a v a 2 H RI NTA RSECTION 3 0 MULLION DETAIL" A" OP710N II 7RFI IT I,,, V VV BURRING CONSULTANTS. INC 5154. 3831 DATE: 11 /7/01 scxe NTS 2175 BY: sHm 3 or 9 EX7 RIOR 25' MAX. Y V SHIM SPACE ~ cnNJ 38 ez 13 3 - as L'jV) XT RI R 0 17 I I ,15" MIN. 1 H I NT GRO55 SEC71,Qy t— C-SINK 4 LATCH JAMB TO BUCK, v, .. 1. 15" MIN. EMBED. NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THEINSULATEDGLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND (DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREW ATTACHING THEASTRAGALTOTHEINACTIVEDOORISASFOLLOWS: FROM THE TOP DOWN 1", 3 5', 18.25", 40.5 59.25", 74.257, 76.25" & 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 18 x 2.5" PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) IB x 2.5' PHILIP FLAT HEAD WOOD SCREW AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) J8 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" & 74.75". THERE ARE (2) AT THE HEADER AT 4- IN FROM THEOUTSIDECORNERSOFTHEFRAME. THERE ARE (2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A 18 x 2" SCREW SECURING THE MULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORINGSCREWS. 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 JAMBANDTHESIDEUTEATTHEMULUONUSEA110x1314" SCREW. 6. THE INSWING SIDEUTE BOTTOM BOOT WAS SECURED TO THE BOTTOM OF THE SIDELITE SASH WfTH (3) N6 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 318" COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1 x 0.04 DIA WIRE BRADS AT 2" FROM EACH END A MAX. OF SEE NOTE 1 SHT, 4 VZ IvJ U wowN SEE NOTE 5 SHT. 4 01&po 00 0O O 00.00 Y 36Z = 34 Z 33 a SEE NOTE 9 THIS SHT 2 H RI ONTAL CROSS SECTION 15" MIN. C-SINK4HINGEJAMBTOBUCK, i 15" MIN. EMBED. 4 NOTE 6 FXTFRIQ NOTE STRIKE JAMB TO 25" MAX. SHIM SPACE 10 Y V N LJZ 1 U W In o ° e SEE NOTE 7 SHT. 4 tAC An n. FLO. DEUTE' 1 V UV BUILDINGNSVLTANTS. INC 813.684.3831 NTS eT: WLN er: RW S-2178 SEE NO 3 SHT. M UFAC' ER NAME. I SEE DETAIL F 11pp T Z Lj O cn LD M 6" 6 6" ' O O n 3" 3" 6" 3" _ -{ 6" SEE NOTE p z WIn 3 6- 3' 3" L I 3 SHT. 4 ? :): 2W O3" --{ 3' 3" I I Q t 3 - TYP. 73 v . of 2LnTYP. n — — N 27E TYP SEE DETAIL — F" SHT. 54 - SEE NOTE SEE DETAIL n n 13 _ In N ~ 6 SHT. 4 E", SHT. 5 "t o-j TYP. - 4 TYP. u) SEE DETAIL SEE NOTE - _ _ wZ 13 _ "G" SHT. 5 J In o TYP. SEE DETAIL N v SEE DETAIL t3 SEE NOTE ' "E" SHT. 5 of m ¢ N n m H" SHT. 5 ^p^ TYP. 4 SHT. 4 v1 - 73 - TYP. I oo Zo SEE DETAIL C. 'C^ TYP. "D" l 2 . _ cf D _ "B" to "G" SHT. 5 'v" z 51 B" ' S1 51- 1 $ 1 TYP. I a vy a vfl. oil N L3 N A mm 7 11 10 10 DETAIL SEE DETAIL "H" DRILL THROUGH FOR A 0.357' BOLT DEEP DOUBLE DOOR W/SIDELITES ENOUGHR A 2- BOLT 13 0 13 0 SURFACE BOLT STRIKE PLATE QFTAII DETAIL ASTRAGAL STRIKE PLATE 4_OPTIONAL SURFACE i ATTACH THE STRIKE PLATE TO THE THRESHOLD W12 #10 x 2 112" PFH WOOD SCREWS DETAIL "H" ASTRAGAL THROW BOLTS AT THE THRESHOLD ISEE NOTE I-- 6" 6" h^ 0 4 SHT. 4 lw aUILDMG NSULTANfS. INC 813. 684.3831 E: 11 7 OI uL. N.T.S. c. a+: WLN K. eY: RW WINO N0.: 5- 2178 F 5 a 9 n N SEE DETAI E" SHT. TYR 6' —1 5 3' t3 I TYR 13 TYR SEE DETAIL G" SHT. 5 L SEE DETAIL H" SHT. 5 1 51 6" -'i F-- 36 N O o3 O ao= a:(5 UgLiLn Ow O O O T LUcc 00 1nOJ n- c Jvc ZO 4 CDm SEE DETAIL <o E- SHT. 5 v TYR v t a o NW O UVIJ. P 6 KTYP. "M" s q a 51 7YP.51 TYR3" —i" 3" 6" hr 3^ SEE NOTE 3 6" 6" 4 SHT. 4 ham^ " 3" 51 6 z TYR Z G 0 SEE DETAIL "H" SINGLE DOOR W/SIDELITES o DOUBLE DOOR — z Q gy A B•OeA.F• C ® ANTS, INC NAME' 813.684.3831 MA ACT R wie 11/7/O1 SCALE N.T.S. vwo. er: WLN E JL S,TT--% - . 11kJ 5 2176 sNm 6 In' 9 SEE DETAIL "F" F-t- 36- 6• 13 _- SEE NOTE TYp 3 SHT. 4 SEE DETAIL F" SHT. 5 - 13 - TYP. J- SEE DE7 SEE NOTE "G" SHT 4 SHT. 4 j F 6" 3" 6- 6b. 3^ 3 3 3- I I II iI II I E NOTE SEE NOTE SHT. 4 — 6 SHT. 4 \ — 0.5' GLASS BITE Y SEE NOTE 1 THIS S. 1/8" TEMPERED r' S GLASS U o 0 0 ° 1/4' AIR SPACE 0 1/8" TEMPERED GLASS 8 x 1 3/4" PPH 1/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 1/ " INSULATED TEMPERED GLASS GLAZING COMPOUND cI A71NG DETAIL SHOWN W ci Accir. CRAFT' TCM LITE FRAME SIDELITE ONLY) 0.5" GLASS Y Z SEE NOTE 1SITE m N 1/8" TEMPERED THIS SHT. II GLASS V o o Y o o ° 0 0 3/4" AIR SPACE 0 " 1/8" TEMPERED I8 x 1 3/4" PPH GLASS 3/4" STEEL INTERCEPT SPACER 0625" THICK DOW 795 GLAZING COMPOUND 0.5" GLASS SITE 0625" THICK DOW 795 SEE NOTE 1 GLAZING COMPOUND THIS SHT. 1/8" TEMPERED 1_ o GLASS 0 o °o u 3/4" AIR SPACE 1/8' TEMPERED z GLASS 8 x 1 3/4" PPH 3/4" STEEL INTERCEPT SPACER 1" INSULATED TEMPERED GIPS GLAZING DETAIL SHOWN W7 66A551C CRAFT" SMC I FTE FRAME REQUIRED FOR DOOR PANELS) 0625" THICK DOW 795 0.5" GLASS BITE GLAZING COMPOUND 1/8- TEMPERED GLASS OO0 0 0O AIR SPACE041/2" O 0 O O 1/8" TEMPERED GLASS SEE NOTE 3 v) THIS SHT. gn 3/4"" INSULATED TEMPERFD lA55 G A71NG DETAIL SHOWN W/ 1/2" STEEL INTERCEPT SPACER "CLASSIC CRAFT" INTEGRAL GLAZING 1' INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN WT CLASSIC CRAFT" TCM LITE FRAME SIDELITE ONLY) 1. THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) 18 X" 1.75" PHILLIPS PAN HEAD SCREWSSPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0 13.75 AND 24.5" FROM THE LEFT SIDE. THE SIDE STILE 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) #8 x 1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS. 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 SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. SIDELITE ONLY) CIENTDCA-L a jwuoRfDA B- ` -A-IF- Mv F AC Y OIJ Y O_ > r, cl N O 00 O_ a o = CC z O n u7 W 3<co t\ wo a 813.684.3831 D.C. BY: WLN wx er: RW pypMlG NO.: 5-2176 SHM 7 or S 4.03 ul O3CC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 11 1 I Y"— 1.54" --1 42 SIDELITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1. 47 --{ h DJCC BOTTOM RAIL 50 WOOD COMPOSITE f-- 1.077" -- I 1. 54' --1 iw) FI ITF BLANK SIDF STIL 36 FINGER JOINTED PONDEROSA PINE 1. 47 --" AJCC TOPRIJILWOOD COMPOSITE 5. 75' IN 1 SFI F ADJUSTING SADDLE THRESHOLD 21 At 045 WALL ALUM. O80 THK WAI L VINYL TYP. 39" REDT II4.565" cN OAKCAP1II1 O W caO0a: cr =O t\ T c w owo DZ) 0 Q023538WOODFRAMECC of a:CY HINGE SIDE STILE 2W Q. CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA RADIATA, PULAI, EUJOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. U Zti - N 1. 920 tiW w O mmait, p w O OUinUV W O Z INSWING DOOR BOTTOM SWEEP DIM. VARIES `D n rn ^ ro VINYL .080" MAX. WALL, .035" MIN. WALL n a n W/GLASS THK. `P ' a a I- aozK40x1.79" PT THREAD SCREW, MAJOR DIA 4.Omm CM( LITE FRAM1. 375" 18-70 x 1 1/2"PPH PLASCREW O o 000IIII T— 097" -i F- TE GE /I%avi owc h DIM. VARIES GENTIR , e carsu rarrs. we W/ GLASS THK. ^ 813. 684.3831 L17. 1 I i 1 Y>i a7e 1, /7/01 sc.. NTS o., c. er: WLN r J RW @ pUwHG MO.: 46 TCM LATE FRAME MASTER t E # 5-21 78 Shen 6 or 9 dfm ESN RMA TRU with i Id tren th 'F min. = 00 si FIBERGLASS 2 3 CC LATCH OGI( ROCK -MU OR LRt 1.47 x 4.03 4 CC wa SIE MUW-IRU[VtOR LSL t OAK 1.46' x 1.47 STE L516X1' PHILIPS PAN HEAD SCREW6POLYURETHANEFOAMBASF, 1.91bs. DENSITY FOAM 7 SHOO REACH COMPRESSION WEATHERSTRIP(THERMALTRU FOAM 6 LONG REACH COMPRESSION WEATHERSTRIP ERAA-1TRU FOAM 9 4 x 4 HINGE .097 THK. THERMA-TRU 10 10 x 3 4 LG. PFH WOOD SCREWY Hin to Frome STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 6 x 2 LG. PFH WOOD SCREW STEEL 13 J8 x 2 1 2' LG. PFH WOOD SCREW STEEL 14 INSWING DOOR BOTTOM SWEEP VINYL 15 2x OUTER WOOD TEST BUCK WOOD 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 20 NOT USED HEADER 4.565 x 1.17 THERMA-TRU PONDEROSA PINE WOOD 21 INSWING SELF-ADJUSTING SADDLE THRESHOLD WOOD ALUM 22 HINGE AMV6 4.565 x 1.17"(THEW-TRU, PONDEROSA PINE WOOD 23 KWIKSET TITAN 700 SERIES DEADBOLT 24 ASTRAGAL WINDJAMBER If WR661 .052 WALL LUM. 6060-T 25 GLAZING, 1 2 INSULATED TEMPERED GLASS GLASS 26 27 NOT USED 8 x 1" LG. PANHEAD SHEET METAL SCREW TEL 28 PLASTIC UP LnE FRAYE MC, THERMA-TRU smc with yield stre th F min. = 6,200 psi 29 K40 x I. SCREW, K&&JK Lak 4.Omm FOR liEll 28 STEEL 30 NOT USED 31 INSWING SIDELITE BOTTOM BOOT VINYL 32 1 8 THK. CELLULAR GLAZING TAPE STIK-It TAPE 33 1 x 0.04 DIA WIRE BADS STEEL WOOD34 35 3 8" COVE MOLDINGBLANKJAMB4.565 x 1.17 THERMA-TRU, PONDEROSA PINE WOOD 36 90EUTE SIDE STILE -TRU 1.531 x .15M PONOER054 PINEI WOOD 37 10 x 1 3 4" LG. PFH WOOD SCREW W D38LATCHJW4.565' x 1.17' -TRU PONDEROSA AW 39 NOT USED ALUM. 40 SILJCONE CAULK SILICONE 41 NOT USED 42 SWSE TOP R BOTTOM RAN TRU, IN x 5 P0t8EROSA WOOD 43 8 x 2" LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 PLASTIC LIP LITE FRAME 7CM THERMA-TRU TCM with *eld stre th F min. = 4,674 si 47 6 X 1-3 4 PPH SCREW FOR ITEM 28 & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 CC 80TIOM RAIL (ISO' x .883' THEW-MV WOW COMPOSITE) WOOD COMPOSITE 51 15116 TMCON ANCHORING ILLW, 1.75 {CN. LG. STEEL 592" O > N 8.0" 4¢ o 004JN0rl au u N rn co Z)OW— ASTRAGAL RETAINER BOLT ry N O o MATERIAL: C/R ROD ZINC ? ¢ 3 Q 00 YELLOW CHROMATE ^ z CC Wul2O --i (-- . 779 LONG R2CH COMPRESSION W THERSTRIP F- FOAM CELL CORE W/VINYL JACKET U 3.. W ¢wz N 1.158" tz co m a T W2UoN4V U 4 t- DRILL TRU FOR vNLu_ o Z A #8 PFH WOOD DRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL a Qa RETAINER BOLTS 351WINDJAMBERIIWR65TSTRIKEPLATEO m COMPRESSION WEATHERSTRIP BY THERMA-TRU v RETAINER BOLT FOAM CELL CORE W/VINYL JACKET o FI.o wA, B. 0. tD N CEN 1 Q N Nam: N M AST 0z 1.767" n ` 3i..Y-lq I ca+s Txrris. rt+c 1 li.'.1 813.684.3831 24 g Mm 11/7/01 WINDJAMBER 11 WR688T sov.e. PITS ASTRAGAL (ALUMINUMp" WALL 7YP.) v+c. e+. WLN CHK. M RW oa HO.: 5-2175 sHM 9 OF 9 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!!!!!!!!!!!!!!!!!!!!!!!!!!t!!!!!!!!!!!! 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