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137 Venetian Bay Cir - BR04-002750 - SFRPERMIT ADDRESS CONTRACTOR PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE Certificate of Occupancy This is to certify that the building located at 137 Venetian Bay Cir. for which permit number 04-2750 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: D. Richards Public Works: J. Crumnton Utilities: R. Blake Fire Department: Zoning: Morrison Homes Property Owner 12/22/04 12/22/04 12/22/04 12/22/04 Q)3 yvv Building Official T 12/27/04 Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 12/21/04 04-2750 6 137 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. Xngineerin 12. '1 -10Sz Fire Public Works Utilities Zoning 1 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family**** 12/21/04 04-2750 137 Venetian Bay 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 0 Fire M-P- ublic Works ElZonin g— Ia "a -ov Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 1 1 1 1 A 9 CERTIFICATE OF OCCUPANCY o a REQUEST FOR FINAL INSPECIF14 1 New Single Family**** I I DATE: 12/21/04 PERMIT #: 04-2750 ADDRESS: 137 Venetian Bay CirCL W z, 1 CONTRACTOR: Morrison Homes z 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. Engineering Public Works Fire OZoning tie DLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 240715 23.19.30.502-0000-0760 137 VENETIAN BAY CIR 12/22/04 15:29:06 Free -form information LOT 76********** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2750 PD 8-10-04 SEE REC#7071 3/4"WA METER SET FEE $190.00 PD 8-10-04 REC#7071 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) December 20, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 76 Venetian Bay, 137 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 137 Venetian Bay Circle, Sanford, Florida Legal Description: Lot 76 "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc Darae L. Przemieniecki , P.S. Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 137 VENETIAN BAY CIRCLE CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 76, " 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 82. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 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. FLOOD ZONE(S) Zone AO, use depth offlooding) 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 similartothe building for which this certificate is being completed - see pages 6 and7. 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, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specked 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 (inducting basement or enclosure) 14. 7 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) N o d) Attached garage (top of slab) 14. 4 ft.(m) o e) Lowest elevation of machinery and/or equipment ` servicing the building (Describe in a Comments area) 13. 9 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 13. 8 ft.(m) z m n / o g) Highest adjacent (finished) grade (HAG) 14, Oft m) Y 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) FI. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATIO This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 NATU DATE TELEPHONE UA V4l m t Arb r `.r L I 12-20-04 407 788 808 FEMA Form 81-31, January 2003 " See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 137 VENETIAN BAY CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community 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 for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or E] Wow (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a 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 ofmyknowledge. 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 offidal completed Section E fora 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 * associates 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 SurveyCURVEDELTAANGLERADIUSARCTANGENT CHORD CHORD BEARING C 1 42°42'38" 75.00' 55.91' 29.32' 54,62' S 49°10'41-E -~ C 2 19°28'16" 75.00' 25,49' 12.87' 25.37' S 80°16'09"E C 3 90100 00" 50.00' 78,54' 50.00' 70.71' N 45°00'17-W LOT 84 LOT 83 LOT 81 L I LINE BEARING DISTANCE LOT 76 NOI CAP) L I S 89°59'43"W 50.00' A" GRADING L 2 N 89°59'43"E 8.67' 6,573 SO. FT. N 0 o co PATIO o LOT 80 c O 14.3' O O 12123) O HAMPTON Z rn A.B & C ELEVATION y SINGLE FAMILY RESIDENCE i v FIN. FL. ELEV: 14.7 v O r* n1 Ln LOT 75 C) O LOT 79 6.7' O C) I 1 1% 1 v H I L I%VHV YYH 1 5 CITY OF SANFORD F D 1 . R. c7L EL: 12.4 NO CAP1 LEGAL DESCRIPTION.' Lot 76. "VENETIAN B A Y LOT 77 according to the Plot thereof as recorded in Plat Book 63. of pages 84 - 88 of the Public Records of Seminole County. Florida. SETBACKS: FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X. Front 25' Rear 20 Side 5 ' Corner 15accordingtotheFloodInsuranceRoteMapCommunityPanelNumberIMinimumLotWidth50' 120289 0035E.Dated 04/17/95. P.C.PA City of Sanford. Community Number 120294) Note: Bearings shown hereon ore referenced to the CIL-- Flood Zone determination was performed by graphic plottingg from Flood hsuranceRateMapsbyFEMA. No field by this Firm of VENETIAN BAY CIRCLE as being N 89°5943 E. provided surveying was performed to determine this Zone. The exact zone location con only be determined by on elevation Vertical datum is based on NGVD by Neal H i 1 I per Engineering Engineering. Inc. construction plans e r _ study. We assume no responsibility for actual flooding conditions concerning this parcel Job Number 2001 . General Notes: y1. This is a BOUNDARY Survey performed in the field onS E P 9 Zia¢ Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark CVS Offset subsurface/aerial encroachments, if an were located. Y. assumed datum) O.R.B. Official Records Book 3. Building ties shown are to the exterior unfinished foundation surface or /ormboard. BOW Back of sidewalk p8 Plat Book 4. Elevations shown hereon, :(any, are assumed and were obtained from approved CIL Centerline PC Point of Curvature ^-^ Construction plans provided by the Client unless otherwise noted, and are shown d Central or (Delta) AngleCALC PCC. P.C.P. Point of Compound Curvature...... ,._... . Permanent Control PointonlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedCB Calculated 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.O.C. P.I. Point of Commencement Point ofIntersection6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. F . FDin .Fl. Elev. Found Finished Floor Elevation PRC. PT' Point ofReverse Curvature Point of Tangency 8. Copies of this Survey may be made for the original transaction only. I.P. I.R. Iron Pipe Iron Rod R Radius Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L arc Length RAD Radial Line - iron rod with red plastic 1 ,3p marked 'Witness Corner", unless otherwise noted. LB Licensed Business RES. RV Residence --• •• 0 Denotes P.C.P. (Permanent_controi point) LS. Land Surveyor TBM Right-of-way Temporary BenchmarkDenotesPermanentReferencePo4.6nume;7! Mea Measured TYP. Typical 2004 Herx & Associates Ine.'All right; reserved NID( ) N.R. Nail and Disk Not Radial Fence symbol (see drawing)...•_ X—X- Fence symbol (see drawing)...._ Certification: Not valid without the srgnatr:rs and the original raised seal of a Florida licensed Surveyor and Mapper Drawn by : CM This survey meets the requirements of -the Florida Minimum Technical Checked by DP . -... Standardsascontained in Chapter 61G177..6F•iondaAdministrative Code. Prepared For: Job Number: MORR 1 SON _ 02 017-02 DEC V ZOO¢ Scale f 30' William A. Herx, P.L.S. Florida fQepistared land Surveyor No. 3782 Plot plan F ou n d o r i o n performed: 06-21-04'r Survey: 09 09 Od DaraeL. Przemieniecki, P. S.M. Registered Surveyor and Mapper No. 6030 Final Survey: 12 - 1 5 - 04-----'• WilliamR. Herx, P.S.M. Registered Surveyor and MapperNo. 6092 Revisions Herx & Associates Inc., State ofFlorrda LB 4937 2-03-20A 12:59PL1 FROM CITY OF SANFORD PBRMrr APPLICATION l FernTit # : O 1 \ p Date: Job Address: I f C Description of Work.'mI rc o f t M Historic District: Zonnn n B: Value of Work: t 0 Prr'tnit Typc: Bulltlins Electrical Mechanical Plumbing '- Fire StuiakkT/Aletm Pool Electrical: New Sorvioc —# o(AMPS Addition/Altex..6 n Ch-6c ofSavice Temporary Pole Mechanical: Residential Non-Rtsidentiaj Rcplaeelrieiu Ncw (Duct Layout ,& ita eW tpalo, Required) Plurnbinef New Commercial: # of Fixtures # of Water do Sower Linn # of Gas Lines Plumbing/New Residential: # of Walef Closcts, Plumbing Repair— Residential or Commercial Occupancy Type: Residential •X_ Commercial Industrial Total Square Footagt: Construction Type: # of Stories: # of Dwelling Units: Floor) Zone: W MA form nogtdr od For ether teen X) P.—el M: Owners Ptame 6r Add,,.: Coatractor Name 4 Addreu: Phone tic Fax: Bonding Company Addrets: MorTrsge Leodcr: A dd sets: ArchltecVEngtncer: Address: Attach Proof of Ownership & Legal Description) Phan*: Fax: Application is hereby meta to obtain a penis to do the wort and installatiotu as indicated. I certify that no work of installation has poomtcucW prior to theissuanceofapermitandthatallwortswillbeperilonoodtomeetstanderdaofalllawsregulatingoonstruttioaisthisjucisdistioa. I uadtxshod That a taparttepermitmusthc.securod for ELECTRICAL WORK, PLUMB [NO, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. andAIRCONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done 10 eompliaoex with all applicable lawn regWatiagConstructionandzoning. WARNING TO OWNER: YOUR FAILUR¢ TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINfjTWICEFORfMPROVBMENTSTOYOURPROPBRTY. IF YOU INTBND TO OBTAIN FINANCING, CONSULT WIT!( YOUR LENDER OR ANATTORNEYBEFOREItYOURNOTICEOFCOMMENCEMENT. NO I7ICCF: An addition to the requirements of thlt permit, then tray be additional tertrietions applicable ro this properry that nuy be found io tpt public me* ofthiscounty, and them may Ire thadditionalpermitsrequitedfromoer governmental entities suclr as watu managcmcat diepieea, fiats agufeies, or !oilers) agencies. Atctptanca ofpermit is veri(tcation this I will notify the owner Ofthe property of the Signature of Owner/Agcmt Print Owuer/Agcrus Name Signature of Notary-Sule of Florida Owner/Agent Is _ Personally Known to Me of Produced 10 APPLICATION APPROVED BY: Bldg: initial & Dstc) Spocial Conditions: Datc Law, FS 7111. not` rsi'urc tsry Coftft(M(SSION # DU WUPU EXPIRES: November 1$ eOOer°rEOF F`°P\OQ BondedThtu Budget Notary tratwrrAgcnt is Persunall n to C o Produced ID Zoning--. Utilities: Ff} Initial & Daft) (Initial & Datc) (Initlal & pate) CITY OF SANFORD PERMIT APPLICATION Permit #:—. n k — o-r) 5 i ` Date: Job Address: `3 V 2y`F(-'r-r . Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical X— Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 1 S 0 Addition/Alterittion Change ofService 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 #: Attach Proof of ownership & Legal Description) Owners Name & Address: ia Q Cj y. k--, ( l ,n e 'S""b_ I *' t 3a li5 1 Phone: —(10Q (9 d V IV) VContractorName & Address: r—' C., e nd W a t I/ 3 State License Number: C.. C -- 80o 1 S`i Z c1c ti ti ?6 Q rigs- G t a [ Phone & Fax: ontact Person: t1 t t r Tt Phone: J 2 4" f itis — Bonding Company: Address: Mortgage Lender: Address: ArchiteettEngineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comment ced prior to the issuance ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit mustbesecuredforELECTRICALWORK, 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 andzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremenof lorida Lien Law, FS 713. Signature of Owner/A ent B DateSignature of Contractor aDate Print Owner/ Agent's Name Print Co ctor/Agent's Name Jennifer Almodovar My Commission DD272809 Signature ofNotary -State of Florida Date Si re of N tary-State of Florida M h tereg December 07 4007 Owner/Agent is _ Personally Known to Me or Produced [D APPLICATION APPROVED BY: Bldg: initial & Date) Special Conditions: Zoning: Contractor/ Agent is Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) O||NTY nr rrmrur m/nco :x n/n/ nrun 1::,r1:Nm,1r u//mnrn urr anrnrQQ . x 7 nPurrn` rnur^ 41mTcxnrrrTr--`' m"/,/ n-uur n+ r|,p' TYPF | NF, Rpni'ipntiAl ' WORK DFRrRTPTTON, Sinnlp FAmilv Am/%p, Dpt r pd - [nn+r//rtinn ROADS ARTERIALS ROADS COLLECTORS RATF FFF ||NIT RATF pFR 0 & TYPF TOTAL DUF SCHEDULF DFSr' UNIT OF UNTTS O dwl unit $ 705.00 O dwl unit $ 142.00 O dwl unit $ 54.00 O dwl unit $1"384.00 1 $ 705.00 1 $ 142.00 1 $ 11384.00 AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: SIGNATURE: p H5 pRINT NAME) DATE: / NOTE TO RECEIVING SIGNATORY/APP| TCANT: FAILURE TOOTT'Y 0dNFR AND EHSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** 1TRIBUTION: 1-COUNTY 3-[TTy 2- APP|T[ANT u-rm/u PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO rSgSNrF nF 6, q||T|DTwn pFnMTT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER' TOAPPEA! THF rA|OUATTDws nF TuF eO n' | 7Se*mv RvqTrm AwD/OR EDUCATIONAL ( SCHOOL) IMPACT FEES MUST RF EXFR[TSFD RY FIiTNG AWRTTTFwnFm|PqT u7Tu7w 44 ru/PunAn n6vn no rur nrrrn/Twn SIGNATURE DATF AnnVF' B/|T NnT |ATFe T*Aw cFRTTFT[4TF OF Orr||PANrY nR Occ||p wcv r*F eFm/F T Fnn 1:;11::,o1,1::,o m/1":r 1T1r1::r rur nr ruF COUNTYiNDnFVr|nPmFwT cnnF cnPTFR nF TNT' moFs nOVFRwTNG APpFms MAYnFPrrxrn //n nn nro//rQrrn rnnm TWIT mM rmm10mr1Jrarrnu nrU7rr, 1101 FAqT FTnRT RTnPPT RAwFnPn F|nnTnA 3977i, (407) AAK-7474 PAYmFwT numit Tn^ rrry nr uurnnn B|| T|nTwn nFP nTmFwT oo unnru n nx oru//F vmrur nwmon nr nv rurrx nn mnury nnnrn ^"n ,"m"° rnr sTATFMFwT w//mnrn Aun rTry nHn/nTun nrnmTr u//mnrn uT Tur rnn FrrnPrurunrTrrTuTn nrurPMrur TQ on/ Tn nuiv Tu rnum//urrTnu uTrW rqq/Awcr no 6**-k IT^ mnv n/mnrun c T m~^_ CITY OF SANFORD PERMIT APPLICATION Permit # : ` Job Address:,,.. 7 & Description of Work: Historic District: 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential o commercial Occupancy Type: Residential Commercial Industrial Total Square Footage. • Construction Type: 614-UL # of Stories: # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel #: ,?3—/ ! I D— 5-02— 0040_ 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: fT s/ 50alHIYU, 44,Mkk . M*r1AA4 3tA 5Phone: 407 62T0077 Contractor Name & Address: k gaol il- /yu12 Ir * H 01t 5Dg / I `S nItSP. te McAn'T G / Phone & Fax: d QQ/ 0% r'SS 7 Con[act Person )4J,/H/l 1 Phonel 07)tS 7 I 4 0 Bonding Company: NA s t i l I Address: / UA i4 I` ' - n' i N MortgageLender: r Address: N Phone: MGJAJG4c Architect/Engineer: e, r n. ;. a a Address: afa eSW /1% /1 pfm / Ir Application is hereby made to obtain a permit to do Al, work and installations a5 m(tcaledY 16-1,Vlhatno work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulafingtbn'Struction in thislurisdiction. I understand that a separate permit must be secured foe ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS; HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of it is verification that I will notify the owner of th property of the requirements f lorida Lien Law; FS 713. pp^ N (V 2 N H Signature of Owner/Agent Da tSignature ooffJ#C000nntractor/Age ate Im g Print Contract m W 2 w g Print Owner s S2 o ¢ Signature o otary-State of Florida Da Signature of o Brat Florida Date 0 kQd U. 1 I o mro Owner/Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or r0*._* n.• °" o _ Produced ID NA — Produced ID A 1 Zonin Utilities: FD: ppLAT10NAPPROVEDBY: Bldg: g Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: a Qhh.e cla c , nc C• rr. cow! ; Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re web.seminole_county title?PARCE. PARCEL DETAIL llllmlllill la di Sack D f Seminole C(mnty ope"'Vw r'pmisrr Jervdtes 11111 K. First tit. tiarif)rd 11.,32771 407-665-7506 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 23-19-30-502-0000-0760 Tax District: Si-SANFORD Depreciated Bldg Value: $0 Owner: MORRISON HOMES INC Exemptions: Depreciated EXFT Value: $0 Address: 151 S HALL LN STE 200 Land Value (Market): $26,000 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: 137 VENETIAN BAY CIR SANFORD 32771 Just/Market Value: $26,000 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $26,000 Don 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: WARRANTY DEED 112003 06081 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 76 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 NOTE: Assessed values shown are NOTcertifiled values and therefore are subject to change before being finalized for ad valorem tax purposes. fyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. of 1 6/25/2004 8:44 AM LIMITED POWER OF ATTORNEY DATE: 60 I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, AX04 ID EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: Q/i FORA RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED eT LOT NUMBER : / 6 SUBDIVISION: // /Vitt) ADDRESS: 13, 7 C 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 wp ac wledged before me this DATE: p2 BY: MAZEK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. a',SCu^CODDaOaDDaPPCUC00a 000000 asDD DODO OaOaaOa 000fi0000 fi AURA K. HOSR S SAIGNATURE OF NOTARY: NOTARY SEAL. Ar Expires 4r` fl .'' BorAed Mrcugh 80y432- 42ti4) Flcrida Notary Assn., Inc. Q. ............. .................................... a Iletx * e4ssociates 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 SurveyCURVEDELTAANGLERADIUSARCTANGENT CHORD CHORD BEARING C 1 42°42'38" 75.00' 55.91' 29.32' 54.62' S 49°10'41"E C 2 19°28'16- 75.00' 25.49' 12.87' 25.37' S 80°16 09-E C 3 90°00'00" 50.00' 78.54' 50.00' 70.71' N 45°00'17-W LOT 84 LOT 83 LOT 81 LI LINE BEARING DISTANCE LOT 76 L 1 S 89°59'43"W 50.00' -A- GRADING ` L 2 N 89°59'43"E 8.67' 6.573 SO. FT. N 0 o Q) PATIO o LOT 80 c Q 14. ' O r a O (2123) Q HAMPTON Z n A.B Q C ELEVATION SINGLE FAMILY RESIDENCE i v FIN. FL. ELEV: 14.4 v Q LOT 75 ~ m v o O Ov t 70 —051 LOT 79 6. 0 '140.04 N ak0 • 4.2'0 6.7 w 21.3' t11 O N N ( O ti 10 o; LOT 78 N 89°59'43"E P.C.P. \ REFERENCED BEARING PLANS REVIEWEDC/L VENETIAN BAY CIRCLE (50 R /W )-\ F " TRACT PRIVATE ROADWAY SAKI' 2 ORD CITY OF SANFORD \ LEGAL DESCRIPTION Lot 76. - V E N E T I A N BA Y ` L O T 77 according to the plot thereof as recorded in Plat Book 63. \ 84 - 88 the Public Records Seminole County, Florida. SETBACKS: Max Coverage - 64 of pages of of Front 25' Rear 20' SITE DATA FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone X . t Side 5 ' Corner 15' NIPERVIOUS SO. FT. _ 48 0 according to the Flood Insurance Rate Map Community Panel Number I Minimum Lot Width 50' LOT S0. FT. 120289 0035E.Dated 04/17/95. PCPO IMPERVIOUS AREA -3.149SO.FT. City of Sonford. Community Number 120294) Note: Bearings shown hereon are referenced to the CIL Flood Zone determnotion was performed by yrcphic plotti from Flood hstronce Rote Mops by FEMA. No field by this Firm to of VENETIAN BAY CIRCLE as being N 89°59'43 E. Vertical datum based NGVD Engineeringprovidedstrveymgwasper+armeddeterminetheZone. The exact zone location can only be determined by an elevation is on per by Ned H i I I Engineerng. Inc. construction pions e r study. We assume no responslbity for octtxi floodrrg co lions concerning this parcel. Job Number 2001. General Notes: 1. This is a BOUNDARY Survey performed in the field on F9 O POS E D Legend No aerial, surface or subsurface utility installations, underground improvements or (1) O/S Offset2. Temporary Benchmark R.B. Official Records BookO.O. subsurface/aerial encroachments, if any, were located. assumed datum) Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CJL literneCenPCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown d CALC Angle Centralor (Delta) P.C.P. Permanent Control Point CalculatedonlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedCBPG. Page Chord Bearing temporaryBenchmarkshownhereon. CD P.R.M. Permanent Reference Monument Chord5. The parcel shown hereon is subject to all easements, reservations, restrictions, and C.M. prL Property Line ConcreteMonumentP. O B. point of Beginning Rights -of -way of record whether depicted or not on this document. No search of the EL. or ELEV Elevation (Proposed) P.0.C. Point of Commencement Public Records has been made by this Office. FINAL EL. Elevation (Measured) P.I. Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin. Fl. Elev. Found PRC. Point of Reverse Curvature FinishedFloorElevation7. Platted and measured distances and directions are the same unless otherwise noted. I.P. PT. Point of Tangency IronPipe8. Copies of this Survey may be made for file original transaction only. I.R. R Radius IronRodDenotes Y,"iron rod with yellow plastic cap marked LB4937 or LS3182, or L RAD Radial Line ArcLengthRES. Residence Y." rod with red plastic cap marked "Witness Corner', unless otherwise noted. LB ppLicensed Business R/W Right -of -Way ODenotesP.C.P. Permanent control point) LS. tp ) Mea Land Surveyor TBM Temporary Benchmark MeasuredDenotesPermanentReferenceMonumentWD(NSD) Nail and Disk TYp. Typical 2004 Herx &Associates Inc. All rights reserved N.R. Not Radial 77 77- Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid without the Igna fursand the original raised seal of a Florida licensed Surveyor d per Drawn by: CM This survey meets the requir is of f e Florida Minimum Technical Checked b y : DP a r61 17-6FloridaAdministrative de. Sketch of Legal Description Prepared For: MORR1SON Job Number: 02-017-02 n1ands;containedin ThIs is not o Survey Scale : 1-- 30' s( Plot plan performed: 06-21-04 WilliamA. Herx, P.L. S. Florida Registe d Land Surveyor No. 3182 Fo v ndo t i o n S v r r • y DaraeL. Przemieniecki, P.S.M. Regis ed Surveyor and Mapper No. 6030 Fin a 1 Sur v e y WilliamR. Herx, P.S.M. Registered S eyor and Mapper No. 6092 Revisions Herx 8 Associates Inc., State of Florida LB 4937 if nn at [in a 141 111111 II III It III II 11t9 I Itil Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To : Winter Garden, FL 347784283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05364 PG 1766 CLERK'S # 2004101957 RECORDED 06/29/2004 01:39:54 PM RECORDING FEES 10.00 RECORDED BY t golden MFIED COPY` A9ARY.ANNE MORSE MERK OF CIRCtlil COURT SE" DOLE 0011INTn. 1 _ DA icy - JUN 2 9 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: Lot Numbe jlk 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 2 ' vjt01401)v Sanford, FL General description of improvements: 3. Owner information : Name Address Tel Number Fax Number 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Address Tel Number Fax Number 6. Surety : N.A. 7. Lender: N.A- New single family residence Morrison Homes 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407)629-0077 407) 629-5282 Marek Bakun 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 407)629-0077 407) 629-5282: 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. - 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Noticeas provided in 713.13(1)( b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date of 1-11k— cording. Date Sined: Si nature of Owner's en4 Marek Bakun : g g Sworn toandsubscribed before a this by Marek Bakun, who is personally known tome. D. A CLERK c * MY COMMISSION # DD 214811 Signature of Notary. Notary Seal: P EXPIRES: June 27, 2007 o Sonde" Tpn BoQet Nasty services r nrpOQ' YY rlf1CTfT71 ,7ti 1 17rii^ 9`Ti SM4f-€- 01Wer- ikSf rq iS.st fir './L:#.. ^ t,. ,, I-s.. y_ r7 i , - ' Ferm..1i Typat B+_riki,,--e Fi lv eik!}alde- PIar'n L JL,I- p. 1,$ }3ev. j ,.7kA.l'4tf..E— ;yl of MAPS- 1 76©3/]'?O i. 3cT3'Fi f: i. Ji4r.Ci' j. f',F,'(-r' rrir•'l, lkledbonk-n a e5]leta, l l 14es (Da + Jc P n emu? edu7rc } Phimbitie New CidSt'?LtAerefci >, on Fi ..1w evS Ll Of 4Nalvz:r Sewe_ Lzn-m .,`` cs,Gi<L-, L17Ws - ta383IgrytFie a]: Oi LNZ rirC]OSE p l4Jkl1 n'4 m3?'•-wSACt s'1'xeek or rCor_'L>Z'1 EF2] 00uPgReg Type: Residentia] Go, ,tc;cial TOW sqgzte €aa8nit.e: _ s Ceaazz3r t t t •ae: of tatr , : ine_. i(7F#i ri10"A Zone: (F-FM-'k fOtLrit=. reO_Ore- ff,r o,fb (11z.n:;t) Parcel tyte d JFr: of €P3rauRr,9,ep, $.g4F intcNerfi Reo) OwnersName & Add ress: Phone: - ..—. y r, ContractorNamea& Address:-DKe_a('. G.T. AT A [Y fll" -GOIk M n nl..tL St • l 1tf,fS - 7s j f y [ jMakr 1 IEEPiseNtir bett - 7S-' t 7{ PhonemePaz: . ` tslr M r p ° 1a1 ,/ t,' 1' P +t }titl k'i"c7 fi 9 f. Bonding Company: Address Mortgage Lender: Address:- ArchitecUEngineer: Phone: Application is hereby made io obtain a pe,;,ut to do the vvork a_ndinst9llaiion5 as indicated. l cern y that no n•.rm-k or insionllation has cotrrmjc x- d prior to tfte - - isst?ance of a pe,,,tit and that all work tarill bt ,o,,, .-d to met standards of all laws Sep la€ing cons'tucaoni i this jmllsdicoon, l unde*s -_nd ihai a €epante permitmustbeSecuredforELECTR_ICAL WOR.P , PLUA4EtiC lGF9S, dELLS, PCiOL Filltttid iC" , 30lLEF ; 17EATERS, dei.3 and AIRCOidDITiONE_RS, etc. 04NiE e AFFIDAYI-i : i ce-65,that a.)) of the ,oseaoing En_o-,tai?on is and that 01 nro,k sril do, in co tas de on'h ajl of pliczl lc i%w: , i.t ,tl tang cohsbuc7toandmooning. 's INC-iLiTOOF}nrr `'OtJt' FAPi U` TO t'ECOZs A voTaCEOrvlHll d l`=ICH,`t ITS ? ;`ULf )7? t'cilll' 1 / tiaG i i1rACEPOPWIPROVEMENTSTOoia0. F ! Y. iF YOU tiff i P!DTO OB t AM r`pt 3AlCli47G, i'f iLT 1 r H 1 OU t LENDER )lz l,1 t A) 1GRNEEEFOPERECOPDi - YOUR NOTICE OF CG1i1H FNCENjE1dT- NOTICE; ii additionto the requirements of his pe it, theme may be additional res`u teBion applicable ` diisogrope thatmay ,rt Uic Public tics of this county, andThere ;riay be additional perm it_s required ,ion oche- govern„ e-' al eniiti such as er ,n-nuta e, nt disricts, s a e cte. , tit V Acceptance of peg, ii is werifieation That 1 ak'ill notify the gamer of the property of t require- art Florio ie 1: NO Signature of Oamer/ Agent Date Signaiu of Concactor/Agent ate. ERT G. DELLO RUSSO Print Owner/Agent' s Name tit Con c.tor agent's N e Signature of Notary - State of Flonda Date Signature of No_rv-State of Flonda Date Owner/Agent is _ Perso,ialh r:nown tome or Contractor/Ace-: _ Personah Kno-ri to Me or Produced ID _ Produce, NPPLK ATION APPROVFD BY: Bldg. Initial r4 Date) IJl l unduions:" 1 1004 NOV 2 1 1004 Zoning 1,,. ::: FD: Initial & Date) (Initial & Date) Ij t, l,P tD'aa r--- iNDA C. TUR—TURNER«•n- :, . t• inns tilt 198q c E. i { IFSL 4, 2G07 erwriterdTYrdN tjod 13 TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z212C Address 1 VENETIAN BAY Address 2 LOT 76 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 Building supply a.%4XSE1jyoompany ORLANDO TRUSS DIVISION DBA SMYTH LUMBER CO. 2722 APDPKA BLVD. APOPKA, FL?2703 407-299- S2:2 FAx:4 7,2 9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal Dat 22-Jun-04 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the 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 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 H1 E1 C1 C2 C3 22 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 7G N 3 I o CIL EI G3 G2 LI CI RI5 R14 R13 R12 RN MCI R9 R8 Z O 0V V O- 70' R9 K10 RI R12 R13 914 B RI6 6 4 3' O' R7 14' O' o 0 115 R6 4O R4 9' 4. 93 GONVENTIONA FRAMEO BY BUILDER SPANFJI--R2 ENTRY w 13'8' PLATE R1 128 60 214 40 0' William M. Ranieri, PE 0- The Truss Engineer's seal, when applied, confirms the placement of the truss framing as it relates to the truss designs specific for this structure. The truss framing is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of thetruss framing and/ortruss placementplan. The design of thetemporary and permanent bracing, the diaphragm system, shear walls and structural elements to resist lateralloads from wind and/or seismic activity is theresponsibilityofthebuildingdesignprofessional. Additional approval by the building design professional shall include, but not be limited to, design loading, lengths, profiles, pitches and depths. 4 3/16' HOLD TRUSSES 12 8' w/ RAFTED HEELS BAGK r ON VLOGK 6 1/ 2' ON FRANC WALLS SMYTH LUMBEL CO. GOOF TRU55 DIVI510N 2722 SOUTH AFOFKA 6LVD. AFOFKA, FL. 32703 407) 2qq - 1522 FAX (407) 2qq - 9153 Engineering Gertificate of Authorization # 9218 NOTES: 1) IT 15 THE DLLDER'S RE5PON50L;TY TO VERr-YTRUSSPLAGEM£NT RAN AM TRUSS DESKN DRA"45 A6AN5T FELD CONDITION', AND DESKN NTENT. IXEFERENGE. 5EGTION ( A2D ANSVTrI I-M5) APPROVED: NAIVE PRNT) SKiCO DATE 21TRU55E5 MU5T NOT DE GUT OR ALTERED N ANY WAY WITHOUT PRIOR AUTHORIZATION BY SMYTH TRUSS CONPANY. j) TRU55E5 THAT ARE UJT OR ALTERED WI rHOUT AUFFIORO-ATIONWILL DEREFARED OR REPLACED AT Ur TOMERS EXFEN5E 13AGKGHARGfS OF ANY KFD WILL NOT DE GONSDEREO WITHOUT PRIOR REVIEW AND WRITTEN GONSENT BY 5MYTH TRUSS GOMFANY. DETAIL-S: 1) REFER TO HB 9 WECOLNEMATpNS TOR HANDI-M, N5TALLATION, AND TEMPORARY DRAGAG) REFER TO ENGINEERED ORAWNG5 FOR PERMANENT DRAGPW REaWED 2) ALL TRUZSES INGLLOIJG TRI65E5 LNXR VALLEY FRAI.9451 MhT DE GORPL. ETELY DECKED OR REFER TO VAI-LEY TRUSS DETAL5 FOR ALTERNATE DRAGNG REOUREMENT5 31 ALL VALLEY5 TO BE CONVENTIONALLY FRANCO BYLILO DER 4) NTEKIORLOAD OEARNG WALLS ALL ROOF TRVi9 HANGERS TO BE SI.T'SON 4112LOR " ( KANT-SAG) 11-074 UN-E55 NOTED OTHERWnf0- HUS26 OR THD26 O - HHUS26-2 OR iHD2fi-2 HHUS28-2 OR TH028-2 DD - HHUS48 OR THEM OR - HGUS26-2 OR THDH26-2 HGUS28-2 OR TH01128-2 HGUS28-3 OR THOH28-3 0 - SUUR210 OR SKH210UR 0- HGUS48 OR THEM THM22 OR MSH422 THAC422 OR MSH4221F p - HUG410 OR HD4101F P) . THJA26 OR HJC26 Z212C - R1) • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS•& DIMEK. IONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1OO1 FOR MORE REQUIREMENTS 5X4= 120 MPH WIND, 11.98 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X4 6 F— 3X4 6 9-4-0 2X4(A1) = 5X4 = 2X4(A1) L1-4-1 j 21-4-0 Over Continuous Support 4 0_j Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 OTY:l FL 1 R - Scale=.3125" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE (M. BI T C L L 20.0 P S F R E F R 3 5 2-- 1 6 4 6 6INSTITUTE. 583 D'ONOFR10 DR., SUITE Z00. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO ®! •.,,.....•, 4' PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ;•t,F'd$+% T C D L 7.0 P S F DATE 0 6/ 2 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. OF THISROOFTRUSSDIVISION * PRODUCTS.N I NC. SHARLISHNOT BEPYRESPONSIBLED FORGN AN THE BE VIATIONLATIOFRMNTHOISTRACTORDESIGN: ALPANYNE FAIILUREERED TO y, JE no. 42704 1 BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND p APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN d U C L L 0.0 P S F S L T- E N G / W M R 407-299-1522 SPEC [ FICATION PUBLISHED BY THE AMERICAN fOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO h 1 T 0 T . L D . 3 7.0 P S F S E Q N - 28845 FAX: 407-299-9153EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER p'.®R Y •' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING(s.°BA41e D U R. F A C. 1. 2 5 F R O M J R T. PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUT14ORIZATION #9218 COMPONENT 1FOR 1995ANY SECTIOPARTICULAR BUILDING 15THERESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 23 SPACING PACING 24. 0" JREF ' 1 c' `'3 V 3 5 2 7 1 D Z212C - R2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #k2 BOT CHORD 2x4 SP #k2 WEBS 2x4 SP #p3 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2.5X4(Al) t1 - 4 - 0_j R=871 U=312 W=8" 120 MPH WIND, 11.98 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 2X4 2X4 6 1 6 9-4-0 I"xF= 21-4-0 Over 2 Supports PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.1 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR.. SUITE 200' MAOISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BL-m BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPEC IFIC AT1ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP IPIE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 Ar--Z, THE %EAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENT0ESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 41921E COMPONENT FOR ANY PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i No.42704 i STATE OF 0 KV* Jun 23 '03 2.5X4(A1) TY:2 R=865 U=312 W=8" FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. r 1.25 SPACING 24.0" Scale=.3125"/Ft. REF R352--16467 DATE 06/23/03 DRW SLTUSR352 SLT-ENG WMR SEON- 28878 FROM JRT JREF- 1S3V352 Z10 LLiLL, - mi) .. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS•& DIMEN(TIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 11.98 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= L1-4-0j 20-11-0 Over 2 Supports R=865 U=318 W=8" 0-3-0 R=764 U=231 W=4" 0-6-11 9-4-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 - R - Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND aass BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I:p T C L L 20.0 P S F R E F R 3 5 2-- 1 6 4 6 8INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO .•°"""•. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 4CiI T C D L 7.0 PSF DATE 0 6 / 2 3 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `$! I c **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. Q,2704 B C D L 10.0 PSFF D R W SLTUSR352ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1TAA F ;: B C L L 0.0 P S F S L T - E N G / W M R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE + TOT. L D : 37.0 P S F S EON - 7468407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •• J FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER+''6 R1®•'• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING dy6)117 ^d@ D D R . F A C . 1 . 2 5 FROM J R TPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS IBi!®6 7 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT T1FOOR ANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 23 SPACING 24. 0" J REF - 1 S 3 V 3 5 2 ' 1 0 Z212C - R4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 91 PLF at 1.46 to 91 PLF at 11.46 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 10.00 BC From 4 PLF at 10.00 to 4 PLF at 11.46 5X4= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 14.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12030ECO901 & GBLLETIN1O01 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2 X 4 III 6f 6 13-8-0 2X4III 2X4 III 2X4 III 2X4 (Al) = 2X4(Al) _ L<1-4-0,J.<-1-8-0-;J Ll-1-8-0---J1-4-0,J I 5-0-0 I 5-0-0 I 10-0-0 Over 2 Supports R=688 U=339 W=4" R=688 U=339 W=4" TY:1 IFI 9 i No.42704 1- STATE OF i OR ,1, AtALL Jun 23 '03 FL 1 R - Scale =.375" Ft. TC LL 20.0 PSF REF R352--16469 TC DL 7.0 PSF DATE 06/23/03 BC DL 10.0 PSF DRW SLTUSR352 BC LL 0.0 PSF SLT-ENG /WMR TOT.LD. 37.0 PSF SEON- 14462 DUR.FAC. * 1.25 -. FROM JRT SPACING SEE ABOVE JREF- 1S3V352 Z10 LZ1Zl- - KOJ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS,& DIMEK IONS) SUBMITTED BY IRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 14.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1?1im 6 F 6 13-8-0 2X4(A1) = 2X4% 2X4 2X4(Al) L<1-4-O+E1-8-Oi-j L<-1-8-0-J-1-4-Oy L 5-0-0 _1 5-0-0 _I 10-0-0 Over 2 Supports —I R-441 U=302 W=3" R=461 U=316 W=3.5" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:4 FL 1 R - Scale —.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5H3 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IND !GATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.{P 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 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M' pi R F j . TT [` ppp No. 42704 • P[ A 1 STATE ci*s ,• 5i,;•.. qf;,yT.• d Qb T C TC B C BC T 0 T L L D L D L LL L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F P S F PSF P S F R E F R 3 5 2-- 1 6 4 7 0 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299 1 522 FAX: 407-299-91 53 DATE 0 6 2 3 0 3 D R W SLTUSR352 SLT-ENG /WMR S E Q N - 7478 D U R F A C . 1.25 FROM J R TPROFESSIONALENGINEERINGDRAWINGS160A-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 t y c CERTIFICATE OF AUTHOR17ATION #9216 COMPONENTANY SECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J U n 23 SPACING 24. 0" J R E F- 1 S 3 V 3 5 2 7 1 0 Z212C - R6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #1 Dense WEBS 2x6 SP #1 Dense SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 12.25 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 12.25 TC 1082 LB Conc. Load at 6.34 BC 918 LB Conc. Load at 6.34 3X6 (A1) L—i-4-D>1 5X4= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 10.90 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. X6 (B1) 6-4-0 _I_ 5-11-0 12-3-0 Over 2 Supports R=1510 U=744 W=8" R=1477 U=727 W=3" 0 6--1 9 4 0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO P EP.FORMING THESE FUNCTION S. 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 IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRAG RIG OF TRUSSES. TNIS DESIGN CORFORMS WITH APPLICAOLE PROVISIONS OF NOS (NATIONAL DESIGN CONNE CT0RSI OR EP MAD ESOFD 20GAT ASTM11A653pGR40RGAL V. STE EL, E XCEPTI A SI NOTED. T APPL YACONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 -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 i I o "(IFiC'': ®qQit, C' 110 No.42704 • S7.T QF o X s• C7..... c TIC T C BC B C TOT L L D L DL L L L D. 20.0 7.O 10.0 O. 37.0 O P S F PSFF PSF P S F P S F R E F R 3 5 2-- 1 6 4 7 1 SMYTH LUMBER CO. ROOFTRUSSDIVE310N 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 ao407.29 -91FAX: A07.299-9 1 53 PROFESSIONAL ENGINEERING DATETE 0 6 / 2 3 / 0 3 DRW SLTUSR352 S L T- E N G / W M R SE Q N 7483 OUR . F A C , r 1.25 '• FROM J R T CERTIFICATE OF AUTHORIZATION #9218 COMPONENTANYSECTiTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J u n 23 ASPA C I N G S E E ABOVE J REF 1 S 3 V 3 5 2_Z 1 0 L, 1IeL - KI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 I4EBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOAD& & DIMEN'SIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 10.90 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/240 LIVE AND L/180 TOTAL LOAD. 0-5-15 9-4-0 LX4 (Al) L<I-4-0::J L_ 6-4-0 I 6-0-8 I fE 12-4-8 Over 2 Supports _I R=548 U=295 W=8" R=449 U-190 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:3 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO DR ACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR., SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY BEVIAT ION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING. HANDLING, SNIPPING, 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 GP.40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l 1<B1 !;'. qi{ Fl r' ••® s ,i` aG jCVi y: Np, d&'](?,t} PC SSTATEOF S ,1(` ^p :Gy h p1M•. e.....••'_.f: T C TC BC B C TOT. L L DL DL L L L D. 20. 7.0 10.0 0.0 37.0 0 P S F PSF PSF P S F P S F R E F R 3 5 2-- 1 6 4 7 2 SMYTH LUMBER CO. TROOFRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299-1 522 FAX: 407-299-9 1 53 DATE 06/23/03 DRW SLTUSR352 S L T - E N G / W M R S E O N- 28689 D U R F A C . 1.25 F R 0 M J TPROFESSIONALENGINEERINGDRAWINGS160A-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 RfORI. !\ , M If CERTIFICATE OF AUTHORIZATION #92 18 ANSIONENTIFOR ANYSEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 23 SPACING 24.0 REF- 1S3V352 710 Z212C - R8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II', EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 9-4-0 J A U= J A U= J A U= 3X6(A1) 1-4-0 3X6 (Al) 1-4-0 s I 20-0-0 I 20-0-0 _1 40-0-0 Over 2 Supports J R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:12 FL 1 R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISDN, 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. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NDT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIG N; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE P0.0VISIDNS OF NDS (NATIONAL DESIGN SPECIFIC ATiON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORSARE MADE OF 20GA ASTM A653 GR40O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a+y`' ••'"""' y ;'e(F 1IFIc' dF 41.- . tBi t No.42 y. l • STATE OF ;' Rf 9 t Ry® ,'' - RIO T C T C BC B C T 0 T L L D L DL L L L D . 20.0 7.0 10.0 0.0 3 7 0 CPSFF P S F PSF P S F PSF R E F R 3 5 2-- 1 6 4 7 3 S MYTH LUMBER CO. ii00F7RussDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 DATE 0 6/ 2 3/ 0 3 DRW SLTUSR352 S L T - E N G / WM R S E O N - 28872 D U R F A C ." 1 2 5 FROM J R T PROFESSIONALENGINEERINGDRAWINGS 160 >`-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING6)SIAt RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS y`•.., NAL CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. U Ufl 2 3 ' SPACING 24.0" JREF- 1S3V352_Z10 z1cL - Kj) "- THIS DWG PREPARED FROM COMPUTER INPUT (LOAD.4- & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 14.06 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. PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6".00. 5X6= 5X6= 2.5X4 2.5X4 5 X 6 6 5 X 6 % 6 A) (A) 9-4-0 5X6= 5X10= 5X6= 3X6(Al) 3X6(A1) 1-4-0 1-4-0 19-0-0 _12- 0-0 _I_ 19-0-0 I 40- 0-0 Over 2 Supports R= 1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 - R Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB -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 PEORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.e. 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 FOR AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A IIPIA, .••"""+ gg "y: .'G' IF IC44' vsgg NQ. 2% Q "•" Ssn 4 S A S i . q^.Rq• T C TC BC BC TOT. L L D L DL L L L D . 20.0 7.0 10. 0. 0 37.0 0 P S F PSF PSF P S F P S F R E F R 3 5 2-- 1 6 4 7 4 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407.299- 1 522 FAX: 407- 299-9153 DATE 0 6 / 2 3 / 0 3 DRW SLTUSR352 S L T - E N G / W M R S E Q N 7503 D U R F A C . 1 . 2 5 FROM J R T PROFESSIONAL ENGINEERINGDRAWINGS160A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THC SUITABILITY AND USE OF THIS V,IF[ 0.i i' 9f19'bCERTIFICATEOF AUTt-IORVATION #9218 COMPONENT OMPOTE TIFOORANY SECTPARTICULAR BUILDINGIS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J U n 23 SPACING 24. 0" J REF 7 1 S3V352Z10 Z212C - RIO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 2 120 MPH WIND, 13.56 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) lx4 T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X6(Al) 1-4-0 r R=1561 U=483 W=8" 5X6= 5X6= 2.5X4 5 X 6 % 2. 5 X 4 5 X 6 6r— 6 A) (A) 9-4-0 5X6— 5X10— 5X6- 17-0-0 0-0-0 Over 2 Support F No.42704 STATE OF r NAIL Jun 23 3X6(Al) 1-4-0 r R=1561 U=483 W=8" Z212C - R11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3X8 (Bl) 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 5X6= 2.5X4= 5X6= 5X6 5X6 A)\(A) A) (A) 9-4-0 2X4 III VYR= I"YR— 2XA III 3X8(B1) 1-4-0 1-4-0 I 15-0-0 I 10-0-0 I 15-0-0 I 0-0-0 Over 2 Supports R=1561 U=485 W=8" R=1561 U=485 W=8" PLT TYP. Wave TPI 95 R Desi n Crit: TPI STD FLBC 6.10 QTY:2 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 TIC L L 20.0 P S F R E F R 3 5 2-- 1 6 4 7 6 INSTITUTE, 563 D'ON OFRIO DR., SUITE 200. MAD (SON, WI 53719), fOR SAFETY PRACTICES PRIOR TO jq I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED iFic"d • T C D L 7. D P S F D A Z E 0 6/ 2 3/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.. Fy r'+• IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOF ¢ B C D L 10.0 P S F D R W SLTUSR352T'RU55 DIV19ION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO n 1 No. 42704 qq2722SOUTHAPOPKABLVD. 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 NDS (NATIONAL DESIGN 8 S BC L L 0.0 P S F S L T- E N G / W MR SPEC FIC PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE E OF407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ' q •• T 0 T . L D . 37.0 P S F S E Q N - 7517FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER aRI0,.•. DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4'=Aq'"• ..•P` PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.25 FROM J R T1• @ CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - Junn 2ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S3V352 Z10 Z212C - R12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X6(A1) 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6 = 2X4 III 5X6 5X6% 5 X 6 6 6 9-4-0 YA III5X6= 3X8= 5X6= 2YA Ill 3X6(A1) 1-4-0 1-4-0 13-0-0 I 14-0-0 I 13-0-0 _1 0-0-0 Over 2 Supports R=1561 U=488 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND D RACING. REFER TORIB-91 (HAHDU NG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADI SON, WI 53719). FOR SAf EiY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OE VIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ANO APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONALDESIGN 407-299 1 522 SPECIFICATION PUBLISHED BY THE 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 FAX: 407- 299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS BEST GN, POSITION CONNECTORS PER DRAWINGS 160, A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOk THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUT14ORIZ TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. QTY:2 ifFIC, i No. 42704 s STATE OF Jun 23 R=1561 U=488 W=8" FL/-/1/-/-/ R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LI- 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24. 0" Scale=.1875"/ Ft. REF R352-- 16477 DATE 06/ 23/03 DRW SLTUSR352 SLT-ENG / WMR SEON- 28760 FROM JRT JREF- 1S3V352 Z10 A""' 11 . — I TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X6 (A1) I Mi3 UNb VKtVAKtu rKUP1 LUG VUItK IINI'UI (LUAUS G UI Fit IV?I UIV3) 3Utl1-111ICU 01 IKU33 MY K. 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X6= 5X6= 2.5X4= 5X6= 2X4s 2X4 6 1 6 9-4-0 yR FXF,- FyJq 3X6 (Al) 1-4-0 1-4-0 L 11-0-0 _I 18-0-0 I 11-0-0 I 0-0-0 Over 2 Supports R=1561 U=490 W=8" PLT TYP. Wave TPI 95 R Desi gn Crit: TPI STD FLBC 6.10 WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, i83 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 ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 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 TOFAX: 407-299-9 153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES51ONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. QTY if tdo.42704 ThTE 0 =4 AL Jun 2- R=1561 U=490 W=8" FL/-/1/-/-/R/- TC LL 20.0 PSF 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" Scale=.1875"/Ft. REF R352--16478 DATE 06/23/03 DRW SLTUSR352 SLT-ENG /WMR SEQN- 7524 FROM JRT JREF- 1S3V352_Z10 ILC1L(- - R14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T2, T3 2x4 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. I r113 uWU rf Lc Aitcu -KVrl 1.u19ruILK LI1ruI 1LU11V3 tl V111CI101 V 11J7 d 01-[111— DI IRUOJ I-IFA 120 MPH WIND, 11.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 5X8= 2X4III 5X6= 5X8= 2X4e T2 T3 2X4 6 97 4-:I A) 111 6 99 3X6 (A1) 1-4-0 09611191 R=1557 U=487 W=8" 5X6= 3X8= 5X6= I 22-0-0 40-0-0 Over 2 Supports PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDNG INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SULIITE 200. MAD ISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. 8 U I LO 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 NDS (NATIONAL DESIGN 407.299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS, AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE L0CAT EO ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160+A-Z. THE. SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 5X6= nar Q T Y : 2 M. i No.42704 ti STATE OF s is 0R10 e`' NAIL Jun 23 '03 3X6 (A1) 1-4-0 0-0 R=1557 U=487 W=8" FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC.• 1.25, SPACING 24.0" 9-4-0 Scale=.1875"/Ft. REF R352--16479 DATE 06/23/03 DRW SLTUSR352 SLT-ENG WMR SEQN- 28874 FROM JRT JREF- 1S3V352 Z10 Z212C - R15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #1 Dense: BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 B) lx4 "T" BRACE. 80 LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 4X6(A1) 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 16d NAILS @ 6" OC. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 7X8- 5X6= 7X6- 5X6= 7X8= 6 r— (A) (B) T3 6 9-4-0 8X8- 3X4 III 4X12= 3X4 III 4X6(Al) 1 -4-0 _I 1-4-014-8-0 7-0-0 I 26-0-0 I 7-0-0 I 40-0-0 Over 3 Supports _I R=610 U=200 W=8" R=3894 U=1098 W=8" R=1663 U=497 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:l 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. 683 D'ONOFAfO DR., SUITE 200, MAD ISON, WI 63719), 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 h s. " .." A f' 'tl F '. Z Q. A27p4 s T C TIC BC L L D L D L 2 0. 7. 0 10. 0 0 P S F P S F P S F R E F R 3 5 2-- 1 6 4 80 S MYTHLUMBER CO. ROOF TRUSS DIVISION DATE 0 6/ 2 3/ 0 3 D R W SLTUSR352 2722 SOUTH APOPKA BLVD. APOPrcA, FL 32703 407- 299-1 522 FAX: 407-299-91 53 BUILBRACDINGHOFTR IS TRUSSES' N COTHOISMANCE DESIGNWITHNG AND CONFOAMSORFWITHAAPPLICABLEPRODVISIONSSOFPNDSPING(NATIONALIDESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 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 BESIGN. POSITION CONNECTORS PERnns"• 1 STATE OF a' sEyllp ,f s h....... v At B C TOT. L L L D . O. 37. 0 D P S F PSF S L T- E N G W M R S E 0 N 7542 D U R. F A C. 1.25 FROM J R T PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 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 TFORANIICLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER IONE I99SECTIONUANSJUn23 'O 3 SPACING S E E A B O V E J REF 1 S 3 V 3 5 2 Z 1 D Z212C - R16) THIS DIJG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1 2x6 SP #1 Dense: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 41.46 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 953 LB Conc. Load at 12.54 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 3X6= 5X6= 3X4= 5X6= 6 I— (A) (A) - 6 B1 8X8III 5X6= 2X4 III2X4III3X10 4X6 (A1) 3X6 (Al) 1-4-0 I 7-0-0 I 26-0-0 _1_ 7-0-0 J R=946 U=275 W=8" 40-0-0 Over 3 Supports— R=2441 U=709 W=4" R=688 U=265 W=8" 9-4-0 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 CITY :1 FL 1 R - Scale=.1875" Ft. WAR NING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 1 6 4 8 1BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPA] (TRUSS PLATE `",•• Fi INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, HADISON, WI 53719). FOR SAFETY PRCTICES PRIOR TO •T'F '• I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ^tj `' •.• T C D L 7.0 PSF DATE 0 6 / 2 3 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t<`. ROOF TRUSS DIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 S BC DL 10.0 PSF DRW SLTUSR352 P P.ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO-'. 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F S L T - E N G / W M R APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i STATE OF •!f, SPECIFfCAT ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE AA tt6,St407-299-1522 CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO . e O R1<yV.. T 0T . L D . 37 .0 P S F S E Q N - 28866 FAX: 407-299-9 153 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 'jttb D U R. F A C.= 1.25 FROM J R TPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATION #921EB COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J U n 2 3 ' SPACING S E E ABOVE J REF - 1 S 3 V 3 5 2_ Z 1 0ANSI/TPI 1-1995 SECTION 2. TOP CHORD 2x4 SP #2 BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 207 PLF at 0.00 to 207 ELF at 4.67 BC From 202 PLF at 0.00 to 202 PLF at 4.67 120 MPH WIND, 13.67 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. 4-4-0 2X4 III 2. 5X4 (R) III UVL 4-4-0 Z IX MI 0 2 X 4 III 2.5X4= 4-8-0 Over 2 Supports R=953 U=470 W=8" R=953 U=470 I D13 UNU VKLYAKLU rKum L. VI'IYUILK 11V YUI LLVAU3 N U I PIL IN l1V IN3) 3UD1.11I ILU DI IKU33 1-Ir K. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nalls) 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*** DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. THE TIC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 - R - Scale =.375" Ft. WARTRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). IUBLISHEB BY TPI (TRUSS PLATE INSTITUTE. 583 D'ON OFRIODR., 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. 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 WITN TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECFICATIONPUBLISHEDBYTHEISICANFORESTAN0PAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON TH15 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPON HT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS aA b i71 I'/Y/ 54`. f•,W pQ 'a S q C g3 jNQ, Q]{4 6 9 1 _ P[ e p , ' w ad/ ry{ 4l(rW T C T C B C BC TOT L L D L D L L L L D . 2 0. 7. 0 10. 0 0. 0 37. 0 0 P S F P S F P S F P S F P S F R E F R 3 52-- 1 6 4 8 2 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-9 153 PROFESSIONAL ENGINEERING DATE 0 6 2 3 0 3 D R W SLTUSR352 S L T - E N G W M R S E Q N - 28868 D U R F A C . 1.25 FROM J R T CERTIFICATE OF AUT14ORIZATION#9218 COMPONENT T1FOORANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SE SECTIONU Jun 23 SPACING SEE ABOVE JREF- 1S3V352 Z10 L C1L4 - 41J TOP CHORD 2x4 SO #2 BOT CHORD 2x4 SO #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 6 ( 2-10-3 0 R=48 U=180 2X4 (Al) 1,1-4-0-1E 5-0-12 _I 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:4 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND . A T C L L 20. O P S F R E F R 3 5 2-- 1 6 4 8 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE i INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD150 N, WI 13119). FOR SAFETY PRACTICES PRIOR TO . 'F('•' +,f PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNORD SHALL HAVE PROPERLY ATTACHED" '.'., T C D L 7 .0 P S F D A T E 0 6/ 2 3/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r,iQ.4 2704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t STATE OF ; ' BC LL 0.0 PSF SLT-ENG /WMR 407.299-1 522 SPECIFICATION PUBLISHED BY THE AMIRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C` .,f W`1JCONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .O o• O R Q,.• T 0T. L D. 37. 0 P S F S E Q N- 28836 FAX: 407-299-9 153 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 li% D U R. F A C ., I. 25 F R O M J R TPROFESSIONALENGINEERINGRESPONSIBILIAYSOLELYF6RTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J U n 23 "'0 3 SPACING 2 4. 0" J REF - 1 S 3 V 3 5 2 Z 1 0ANSI/TPI 1-1995 SECTION 2. LC1Cl. - LCJ ' IHIS UW6 PREPAREU FROM COMPUTER INPUT (LOADS- & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F- 2X4 (A1) cI-4-0,1.,- 3-0-12-' 3-0-0 Over 3 Supports R=234 U=180 W=8" 11T 10 4 R-47 U=180 1-1I0-3 ra 0 R=23 U=180 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:4 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOfRI0 DR., SUITE 200. MADISO N, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNOR0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORFANTaw FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R q` 'rp'^(FI L''• /' Q•; 0 Sr - t No.42704 + s T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 1 6 4 8 4 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 6 2 3 0 3 DRW SLTUSR352 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-91 53 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 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GAL V. STEEL. E%CE PT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1 5Ta4TTE OFT L O>•rq a I 0. , i A•'•` B C TOT L L LD. 0.0 37.0 P S F PSF S L T- E N G WM R SEQN- 28838 D U R F A C . 1 .2 5 FROM J TPROFESSIONALENGINEERING CERTIFICATE OFAUTH0RIZATION#9218 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 COMPANSI/TPI 1 FOR995ANYSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER JUn 23 '03 SPACING 24.0" JREF- 1S3V352 Z10 LZ1Zl, - 1..5 IM13 UWU YKCI'AKCU rKUI•I L.UI•IYUICK 11YYU1 LLUAU3 d U11•IC IYJIVIY JJ OUDI-11IICU DI IRUJJ Ill n. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 F- 2X4 (Al 1,1-4-0 1 1 a J 1-0-0 Over 3 Supports 0 -11Q= 9U 1864 9-4-0 TR=- U=180 R=247 U=275 W=8" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:4 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFEPRACTICES 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. a' d.+"""" 111 a V;'. J T C T C L L D L 20. 0 7. P Q P S F S F R E F R 3 5 2-- 1 6 4 8 5 S MYTH LUMBER CO. DATE 0 6/ 2 3/ 0 3 DRW SLTUSR352 ROOFTRUSSDIVISION2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407. 299-1522 FAX: 407-299-9153 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER No. 42704 o T _ Q, STATE OF , ' a'/ 1:f.' ^Y jen''.... •.•' BC I BCTOT DL L L L D . 10. 0 0. 0 37. 0 PSF P P S F S F S L T- E N G / W M RS E Q N 28840 D U R F A C .. 1.25 FROM J T PROFESSIONALENGINEERINGDRAWINGS160f-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FDA THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 6 4( s SPACING 24. 0" J REF 1 S 3 V 3 5 2_ Z 1 0 CERTIFICATEOFAUTHORIZATION #9218 COMPONENT 1FOOR ANY SECTPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Jun 23 LL1LI- - L1) I1-11J UWb NKLI'AKLU FKUM CUMNUILK 1N1'UI (LUAUS-& UIMLNSIUNS) SUBM111LU BY IKUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ZA4(A1) Lci-4-0,1— 7-1-8 7-0-0 Over 3 Supports R=363 U=197 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 R=73 U=180 PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 OTY:14 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE III FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0.0 P S F R E F R 3 5 2-- 1 6 4 8 6 CTIPERFORMINGTHESEDFUNCTIONS. UNLESS TOTHERWISEDINDICATED, TOP IS N. 1 37I CHORDFORSHALLF HAVEP RA PROPERLY ATTAACHED • g i i SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T C D L 7.0 PSF DATE 0 6 / 2 3 / 0 3 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 777 2 No.42704 . BC DL 10. Q PSF DRW SLTUSR352Fi00FTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 5•1-rE OF , BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN : BC L L 0. 0 P S F S L T- E N G W M RAPOPKA, FL 32703 'S R„ A 4V / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE o R110 .• 40407-2 1 - 91 CONNECTORS ARE MADE OF 20GA ASTM OA653THERWISESEL GALE. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO 5......... '` TOT . L D . 37.0 P S F S E Q N - 28834FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER ING A D U R . F A C . 1 .2 5 F ROM J R TPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFtCATEOFAUTHORIZATIONdt92l6 COMPONENT ANYNSECTOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jun 23 '03 SPACING 24.0" JREF- 1S3V352. Z10 M T T-n V TD11CC MCR kLcict, - nl/ - — TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT 1I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 0-4-3 L;E: i-10-10 9-11-9 _I i< 9-10-1 Over 3 Supports R=401 U-223 W=11.314" PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.1 WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPf (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR.. SUITE 200, MA0150 N. WI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUIICT IONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO(NATIOIIAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN0 PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160.A-Z. THE,, SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 -10-4 R=233 U=201 3-9-15 0 R=316 U=180 ast g1Y1 AOTY: x y S .O. di.Z7Q4 se i STATE OF ? 40F, ........ IRALt Jun 23 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC.. 1.25, SPACING SEE ABOVE Scale=.375"/Ft. REF R352--16487 DATE 06/23/03 DRW SLTUSR352 SLT-ENG /WMR SEQN- 28832 FROM JRT JREF- 1S3V352 Z10 ASCE 7-98: '120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE " 2) 2X6 "L" BRACE "• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" SPF 3 3' 4" 4' 11 4' 11" 6' 5" 6' 5" B' 4" 8' 4" 10' 0" 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" 5' 6" 5' 6" 7' S" 7' 5" 8' 7" 8' 7" 11' B" 11' 8" 1 3' 9" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' B" 5' 11 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 1 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 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" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11 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' 0" S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5' 11" 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" B' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s P 2 4 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' O" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0"SPF 114' 0" Q 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" HFSTUD 4' 2" 6' 11 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 11 STANDARD 4' 2" 5' 11 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' B" 7' 5" B' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" Q s P 2 4' 7" 7' 5" B' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C\ 2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D FL STUD 4' 5" 1 7' 0" 7' 0" 8' 9" 9' 3" 10 6" 11 0" 13' 10" 14' 0" 14' 0" 14' 0" STANDARD 4' 4" 1 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 1 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYMMI ABOUTI 2X4 # 2N OR BETTER DIAGONAL BRACE OPTION: T VERTICAL LENGTH MAY BE 1B" DOUBLEDWHENDIAGONALBRACE IS USED. CONNECT DIAGONAL BRACE FOR 870# BRACE ATEACHEND. MAX WEB TOTAL LENGTH IS 14. 2X4 SP OR DF-L y2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L 1 AS SHOWN) AT UPPER END. ONTINUOUS E CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGAN BRACING. REFER TO HIB-91(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNGFRI 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 SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- r FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPII DR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATIDN) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTMA653GR40GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OFAUTHORIZATION #921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 STATE OF o< OR1VP e iBRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FUR HEM -FIR 1 2 ISTANDARDI 1 42 1 STUD 3 1 STUD 1 1 #3 ISTANDARDI DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 k BTR t SOUTHERN PINE DOUGLAS FIR -LARCH 2 22 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 NABS AT 2" O.C. IN 10" END ZONES AND 4" O.C. BETWEEN ZONES. k FOR (2) "L' BRACES: SPACE NAILS AT - 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF 807 OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0". BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. - THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98-G,012030 DATE 09/10/01 DRWG A12030ECO901 Q. - ENG TOT. LD. 60 PSF MAX.. SPACING 24.0" GABLE DETAIL sYM. ABOUT FOR LET -IN VERTICALS j' VERTICAL LENGTH TYP. RIGID SHEATHING GABLE VERTICAL PLATE SIZES Q+ + SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2x4 2X8 REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" IX4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN ll' 6" 2X4 2X0 GREATER THAN 11' 6" 2.5X4 2.5X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: lOd COMMON TOENAILS AT 4" O.C. PLUS (4) 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 GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, A00015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0899, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901, A11015EC0901, A10015EC0901, A08515EC0901 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699, 509015EN0699, S08015EN0699, 507015EN0699 511030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X8 "T" REINFORCING MEMBER zxa "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (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" BRACE' WIND SPEED AND h(RH T" REINF. MBR, SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7. 10 7. 2x6 40 7. 50 7. 110 MPH 30 FT 2x4 10 7. 10 7. 2x6 50 7. 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 '1. 10 7. 2x6 40 7. 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 % 40 7. 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 507. BO MPH 15 FT 2x4 10 7. 20 7. 2x6 0 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 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 AND wwWARNINGww TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIE-91 (HANDLING INSTALLING AND BRACING), PUBLISHED w'`\ T,.••""'•.'J T•• REF LET -IN VERT BY TPI CTRUSS PLATE INSTITUTE, 5B3 D'ONOFRI DR., SUITE 200, MADiSON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL ATTACHED STRUCTURAL V' C 1•. C, F •, DATE 10/24/O1 SMYTH LUMBER CC). HAVE PROPERLY PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- THIS DRWG GBLLETIN1001 ROOFTRUSSDIVISIONFURNISHACOPYOFDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS N0, 42704 ENG DLJ/KAR 2722SOUTHAPOPKABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,- HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN l v APOPKA, FL 32703 CONFORMS WITH APPLICABLE PROVISIONS OF NDS [NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN 407-299-1522 A653 R40TGALV.PAPER TEELAE%EPTT S)NOTEDTPALPINE CONNECTDRT EACH FACE FOGASTATEOTOT. LD. 60 PSF FAX: 407-299-9153TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGtJ, POSITION CONNECTORS PERDRAWINGS PROFESSIONAL ENGINEERING 160 A-Z. THE SEAL N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL/(.FAG.ANY ENGINEERINGRESPONSIBILITYSOLELYFDRTHETRUSSCOMPONENTDESIGNSHOWN. THEi^4pQCERTIFICATE I,- SPACING OFAUTHORIUTIONp921B,SUITABILITY AND USE F THIS COMPONENT FDR ANY PARTICULAR BUILDING IS THE•On1 RESPONSIBILITY DF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 24.0" VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT.; 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 41" _0 MAX 12 12 MAX. (— 1Y2X4 W2X4 W2X4 i 8-0-0 MAX 12 W4XizmtAx.f W1X3 6-0-0 W1X3 MAX SPACING) W2X4W1X3W1X3 16-0-0 MAX W1X3 4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY iX4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 6d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E—N W2X4 OPTIONAL STUB END DETAIL W4X4 l IF OPTIONAL HIP JOINT DETAIL 21R COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. Ary/s/i// THIS DRAWING REPLACES DRAWING A105Q" • WARNING- TRUSSES REDUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED i v_ • `• n•• / TC L1• 3O 3O 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR[ DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHADSMYTHLUMBERCO.% MPORTANAPROT•rRFURNISHCAECOPYGOFCEILING. NO. 4Z7O4 DESIGN TOTHEINSTALLATIONCONTRACTOR. ALPI ROOF TRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 19C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/ KAR 2722 SOUTHAPOPKABLVD. DESIGN; ANY FAILURE ,TO BUILD THE TRUSSES IN CONFORMANCE WITH TP11 OR FABRICATING, C LL 0 0 0 PSF HANDLING, SHIPPING, INSTALLING AND BRACING F" TRUSSES. DESIGN CONFORMS WITH- APOPKA, FL32703APPLICABLEPROVISIONSOFNOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299- 1522. - AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA4 STATE O F O ••. -7•Q OT. LD. 60 57 PSF 55 ASTMA653 GR40 GAL V.STEEL EXCEPT AS NOE TED. APPLY CONNECTORSTOEACHFACOFFAX: 407-229-9153TRUSSAND, UNLESS OTHERWISE LOCATED UN THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O 'c P`.••• i ^ •• •. 0'7 lOPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE l \\\ DURYAC. 1.25/1.33 1.15 1.15 CERTIFICATE a92IB RESPONIS[IBILITYDOFSFB THE MDESIGNER, OPERNANSITPI 4//7j//v, s/O Q'••"w`\\\\\`` OFAUTHORIZATION I1-1995USECTIONI2 THEUILDINGSPACING24 CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER, (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD C) ( B 3) 16d BOX NAILS 3) 16d BOX NAILS 4'0" TYP. (B 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HiB-91 (HANDLING INSTALLING AND BRACING), PU13LISHE 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. r•IMPORTANT .- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DES IGN; 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 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9753 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN , POSITION CONNECTORS PER RAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGNGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE CERTIFICATE OF AUTHORIZATION #921UITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE4ESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I_1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN UNIIVI UPI InUJJL,J t\I r.1± UL. 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING TIFIC,4-. BC No. 42704 ;Bt TO STATE OF 3) 16d BOX NAILS. TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7PSF DATE 06/25/99 PL 10 10 10 PSF DRWG VALCONVF0699 9L 0 0 0 PSF ENG MLH/KAR ILD. 60 55 57 PSF SIC. 1.25/1.3311.15I1.15 CING SEE ABOVE ICON A 1- nnN111i}„11,1i TOP CHORD 2X4 #2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLM SPACING 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E Em A A E— E R A 20' FLAT TOP CHORD MAX SPAN II E E E up ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS PLATE INSTITUTE, 583 'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVEAPROPERLYATTACHEDRIGIDCEILING. SMYTH LUMBER CO. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 272250UTH APOPKA BLVD. DESIGHANDLIING.NSHIPPINGFAILURE TO BUILDINSTALLING THETRUSSES TBRACINGINCONFORMANCE CTTRUSSSES NCEWITHDESIGN TPljOR CONFORMS WITHTING, I APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-29& 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407- 299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OFAUTHORIZATION # 9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUIL ING IS THE RESPONSIBILITY OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 54C C C o C AN JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2. 5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7' 9" NO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY, APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. O O °°°°°° °°° 2,. O°°°°°°°°°° 8 1/ 4" Ct1''i'ii1 RAWING REPLACES DRAWINGS 634,016 634.017 & 847,045 xWl . /S/, y MAX LOADING REF PIGGYBACK 55 PSF AT 33 DUR. FAC. NO. 42704 : 50 PSF AT 9.25 DUR. FAC. p"•• STATE OF ; 47 1.15 PSF DUR. AT FAC: O_ R1qP• FACING 24.0" DATE 06/25/ 99 DRWG PIGBACKBO699 ENG DLJ/KAR BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X6 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L.1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR —LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM —FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE —PINE —FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5 10 9 8 8 7 SOUTHERN PINE NON —DENSE 2520# 1343 1.5" X 3.5 9 8 7 7 6 4 ++ MAX 3X12 3X8 TRULOX ** 18 MAX 42X8 LOX WEDGE( 2) 8D NAILS CUT TO FITE I DRAWING REPLACES DRAWINGS A115 A115/R & 864,132 RITRUSSES REQUIRE EXTREME iiitiltllilfllllJAj jS DLING, SHIPPING, INSTALLING AND ERTOHIB 91 (HANDLINGIINSTALLINGE IN FBRCATING, NAN BRACING), PUBLISHED \\\'lN/,0 TC LL PSF REF BC FILLER BY T. Pi TR (USS PLATEINSTITUTE, 503 D'ONOFR[0 OR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, •-(IFIC 1 •,FjQ DL PSF DATE 06/25/99 TOP CHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` 11 T • y SMYI HLUMBERCO. ..IMPOR ANPROPERLY FURNISHATTACHED COPYRIGIDOFCEILINGDESIGNT THEINSTALLATION CONTRACTOR. ALPINE ' - •• B % DL 10.0 PSF DRWG BCFILLER0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS - 2722 SOUTH APOPlU BLVD. ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, = NO 42704 •: ' C_LL — PSF —ENG DLd/KAR HANDLIANDLI NG, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH . APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = TQ` LD. — PSF 407-299-1522AMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA _ FAx 407-299- 9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF • STATE OF TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Z A . FAC.1.0/1.15/1.25/1.33 PROFESSIONAL ENGINEERING ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE Ip ••. '• Al CERTIFICATE OF AUTHORIZATIONN921BSUITABILITYANDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHE - i O ,•• / Q r.. •. ACING 24.0 RESPONSIBILITY OF THEBUILDINGDESIGNER, PER AtJSI/TPI t-1995 SECTION 2. j 1N A`,,,tt``. STEPDOWN CORDER SEMI 2' TYI 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 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 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# 5' CORNER SET SETBACK 3' 7' 0" 0 1' 4 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 J , 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. 0 12 * 12 W2X4 TO 6.00 4.24 , ALTERNATE LOADING w2x4 w2x5 w3x4OR TCLL 20 PSF SIMPSON TCDL 20 MAX PSF3/4" 4— THJA26 BCDL 10 PSF TOT.LD. 50 MAX PSF 9-10-13 OVER 2 SUPPORTS 3 DUR.FAC. 1.25 R=463#, W=3.50" R=652#, W=3.50" END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, -po / INSTALLING AN BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED I/w yC LL 3O MAX PSF REF 7 STBK CS BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR vY <l_ SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, `..('(1"(IFIC/1••, DL 15 MAX PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALLVT[• S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. ; CxwIMPORTANT«•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 3 : B L 10 PSF DRWG CS7SBK3A0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPIU BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, _ NQ, 42704 1,L 0 PSF -ENG SJP/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = _ AP 407- FL 32703 APPLICABLEFOREST LSIONS OF NDSANDPAPERASSOCIAITONALION) ANDGNTPI. ALPIFICATIONINECONNECTORSHED BYAREMADE OF 20GA OT= LD. 55 MAX PSF407-299-1522 gSTM A653 GRaO GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE O FDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i A '• PAC. 1.3 3PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE A CERTIFICATE OF AUTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O•= ^ P!•• RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. _ z n R to . _41WACING SEE AB 0 VE vk 4 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 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCABS) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH IOd NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR L-BRACE SCAB T-BRACE L-BRACE iq I' THIS DRAWING REPLACES DRAWING 579,640 INSTA111AL LIlNGAND BRACINGEO RIREEFER EXTREMEHIB 9ARE INCHANDLING IINSTALLINGN AND BRACING), PUBLISHED \`\ `` TC LL PSF REF CLB SUBST. BY TPI CTRUSS PLATE INSTITUTE, 583 D'UNOFRI R., SUITE 200, MADISON, WI, 53719) FOR a°1` \V .'`IF'C ••. F / SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, i !. - q,.•. DL PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL \ •r- L•,• S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. cJ l IMPORTANT;H FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE •. B%DL PSF DRWG BRCLBSUB0699 ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS . ,,{, 2722 SOUTH APOPICA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, = NO.42704 : SC LL PSF —ENG MLH/KARHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH —_ APBY THE407- 29FL 32AMERICANLFORESSTPPLICABE ISIOS OFA DNPPERKASSIOCIAITOION) AND TPINATNAL DESIGN •ALPIINIE CONNNECTORSSAR E MADE OF 20GA TO'k. LD. PSF 407-31522 'ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER LQ••, STATE OF - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAC. PROFESSIONALENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i ••• CERTIFICATE OF AUTHORIZATION #9216 SUITABILITY AND . THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, / (l `_ YIJ k FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2123 HAMPTON ENC.POR Builder: MORRIS H ME Address: t7 (//, Permitting Office: 54 City, State: Permit Number: v Owner: 7 r%? S f Jurisdiction Number: , y-d %S'a Climate Zone: Central &941-yo I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case" 6. Conditioned floor area (ft2) 7. Glass area & type Sinele Pane a. Clear glass, default U-factor 369.0 ft2 b. Default tint 0.0 ft2 c. Labeled U or SI-IGC 0.0 ft2 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types u. Concrete. Int 111sUl, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Undei. Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Rec Unc. .AH(Sealed):Garage b. N/A New Sinele family 4 Yes _ 2 12 3 IV Double Pane - 0.0 ft2 - 0.0 ftI 0.0 ft2 R=0.0, 223.0(p) ft R=4.1, 1339.2 ft2 _ R=1 1.0, 367.2 ft' R=30.0, 2129.0 ft2 Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, P-r-Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as -built points: 30846 PASSTotalbasepoints: 31402 I hereby certify that the plans and by this calculation are in com Energy Code. PREPARED BY: DATE: ------------- I hereby certify that this buil compliance with the Flor' OWNER/AGEN DATE: ations covered the Florida ned, is in Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 48.0 kBlu/hr SEER:12.00 Cap: 48.0 kBtu/hr HSPF: 8.00 Cap: 50.0 gallons EF: 0.86 -- PT, -- EnergyGauge® (Version: FLRCSB v3.30) 4, FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points 18 2123.0 25.78 9851.6 Single, Clear S 9.0 9.0 64.0 48.22 0.57 1746.0 Single, Clear E 1.0 7.0 36.0 63.97 0.98 2264.7 Single, Clear E 1.0 7.0 36.0 63.97 0.98 2264.7 Single, Clear N 1.0 7.0 34.0 30.19 0.99 1011.4 Single, Clear NE 1.0 7.0 21.0 47.10 0.99 974.7 Single, Clear NW 1.0 7.0 21.0 40.72 0.99 842.9 Single, Clear N 6.0 8.4 6.0 30.19 0.78 140.5 Single, Clear N 6.0 14.8 7.0 30.19 0.87 184.2 Single, Clear W 1.0 6.0 16.0 57.68 0.97 893.8 Single, Clear W 1.0 6.0 16.0 57.68 0.97 893.8 Single, Clear W 1.0 6.0 16.0 57.68 0.97 893.8 Single, Clear S 1.0 6.0 16.0 48.22 0.94 728.4 Single, Clear W 1.0 6.0 16.0 57.68 0.97 893.8 Single, Clear S 1.0 3.0 16.0 48.22 0.80 617.7 Single, Clear E 15.0 9.0 48.0 63.97 0.42 1294.4 As -Built Total: 369.0 15644.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 367.2 0.70 257.0 Concrete, Int Insul, Exterior 4.1 1339.2 1.18 1580.3 Exterior 1339.2 1.90 2544.5 Frame, Wood, Adjacent 11.0 367.2 0.70 257.0 Base Total: 1706.4 2801.5 As -Built Total: 1706.4 1837.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2129.0 2.13 4534.8 Under Attic 30.0 2129.0 2.13 X 1.00 4534.8 Base Total: 2129.0 4534.8 As -Built Total: 2129.0 4534.8 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 223.0(p) 31.8 7091.4 Slab -On -Grade Edge Insulation 0.0 223.0(p 31.90 7113.7 Raised 0.0 0.00 0.0 Base Total: 7091.4 1 As -Built Total: 223.0 7113.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . . PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2123.0 14.31 30380.1 2123.0 14.31 30380.1 Summer Base Points: 40601.4 Summer As -Built Points: 45470.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit CoolingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 40601.4 0.426E 17320.E 45470.4 45470.4 1.000 1.00 1.087 x 1.150 x 0.95) 0.284 1.188 0.284 0.950 0.950 14577.3 14577.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 2123.0 5.86 2239.3 Single, Clear S 9.0 9.0 64.0 9.90 1.84 1164.6 Single, Clear E 1.0 7.0 36.0 12.37 1.01 448.2 Single, Clear E 1.0 7.0 36.0 12.37 1.01 448.2 Single, Clear N 1.0 7.0 34.0 15.07 1.00 511.4 Single, Clear NE 1.0 7.0 21.0 14.70 1.00 308.8 Single, Clear NW 1.0 7.0 21.0 14.97 1.00 314.0 Single, Clear N 6.0 8.4 6.0 15.07 0.99 89.6 Single, Clear N 6.0 14.8 7.0 15.07 0.99 104.9 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear S 1.0 6.0 16.0 9.90 1.01 159.7 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear S 1.0 3.0 16.0 9.90 1.11 176.4 Single, Clear E 15.0 9.0 48.0 12.37 1.26 746.5 As -Built Total: 369.0 5322.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 367.2 1.80 661.0 Concrete, Int Insul, Exterior 4.1 1339.2 3.31 4426.1 Exterior 1339.2 2.00 2678.4 Frame, Wood, Adjacent 11.0 367.2 1.80 661.0 Base Total: 1706.4 3339.4 As -Built Total: 1706.4 5087.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2129.0 0.64 1362.6 Under Attic 30.0 2129.0 0.64 X 1.00 1362.6 Base Total: 2129.0 1362.6 As -Built Total: 2129.0 1362.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 223.0(p) 1.9 423.7 Slab -On -Grade Edge Insulation 0.0 223.0(p 2.50 557.5 Raised 0.0 0.00 0.0 Base Total: 423.7 1 As -Built Total: 223.0 557.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS.... PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 2123.0 -0.28 594.4 2123.0 0.28 594.4 Winter Base Points: 6097.1 Winter As -Built Points: 11993.1 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 6097.1 0.6274 3825.3 11993.1 11993.1 1.000 1.00 1.078 x 1.160 x 0.95) 0.427 1.188 0.427 0.950 0.950 5774.3 5774.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'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: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 17321 3825 10256 31402 1 14577 5774 10495 30846 PASS 04 THE ST4l fl, U5 GOD WE EnergyGauge'll DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate, joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frarne floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHFR PRFRCRIPTIVF MFASIIRFR (must he mPt nr PyrPPrlPri by all rPcirtanrpc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. 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. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11. or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.9 The higher the score, the more efficient the home. 1. New constntction or existing New 12. Cooling systems 2. Single family or multi -family Single lamily a. Central Unit 3. Number ofunits, if multi-lamily I 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case' Yes 6. Conditioned floor area (li') 2 12 3 1't2 c. N/A 7. Glass area & type Single Pane Double Pane a. Clear - single pane 369.0 ft' 0.0 ft2 __ 13. Heating systems b. Clear - double pane 0.0 ft' 0.0 f12 _ a. Electric Heat Pump c. Tint/other SI-lGC - single pane 0.0 ft2 0.0 ft2 d. Tint/other SHGC - double pane b. N/A S. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 223.0(p) ft _ c. N/A b. N/A c. N/A 14. Flot water systems 9. Wall types a. Electric Resistance a. Concrete, Int ]nsul, Exterior R=4.1, 1339.2 ft' - b. Frame, Wood, Adjacent R=11.0, 367.2 ft2 b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-1-leat recovery, Solar 10. Ceiling types Dl-1P-Dedicated heat pump) a. Under Attic R=30.0, 2129.0 ft2 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH(Scaled):Garage Sup. R-6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A MZ-H-Mtilt izone 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: 48.0 kBtu/hr SEER: 12.00 Cop: 48.0 k13tu/hr HSPF: 8.00 Cap: 50.0 gallons EF: 0.86 PT. NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 fora US EPA/DOE EnergyStar mdesignation), your home may qualif}for energy efficiency mortgage (EEM) incentives if youobtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certifiedRaters. For information about Florida's Energy E fficiencyCode For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® ( Version: FLRCSB v3.30) a. RIGHT-J LOAD AND EQUIPMENT SUMMARY n Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2123 HAMPTON 10,28.99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 11119112111161APOWWRIN Weather. Orlando AP, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Building heat loss 43181 Btuh Ventilation air 0 cfm Ventilation airrbad 431811 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Area (ft') Heating 21 g Cool i 21ng gVolume ( ft3) 20100 20100 Air changes/hour 0.70 0.40 Equiv. AVF (cIm) 234 134 Heating Equipment Summary Make TRADE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space # wnostat e 04 0 Btuh @ 47-F 0 ° F 1567 cfm 0. 036 cfrn/Btuh Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grJb Sensible Cooling Equipment Load Sizing Structure 33020 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 °F Use mfg. data n RaWswing multiplier 0.98 Total sens. equip. load 33815 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3952 Btuh Total latent equip. load 7543 Btuh Total equipment bad 41359 Btuh Req. total capacity at 0.70% SHR 4.0 ton Cooling Equipment Summary Make TRA1\E Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 120 EER 32900 Btuh 14100 Btuh 47000 Btuh 1567 cfm 0. 047 chi-Btuh 82 % Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr10htsoft Right -Suite Residential— 5.5.06 RSR26013 2002-Jun-21 08:05:57 ACC{ E:\Files\MORRISON 2002\2123 HAMPTON\2123 HAMPTON.rsr Page 1 C RIGHT-J CALCULATION PROCEDURES A, B, C, D qff, Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2123 HAMPTON 10.28.99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 20100 ft3 x 0.0167 = 234 cfm 2 Winter infiltration load 1.1 x 234 cfm x 32 °F Winter TD = 8254 Btuh 3. Winter infiltration HTM 8254 Btuh / 407 ft2 Total window = 20.3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20100 ft3 x 0.0167 = 134 cfm 2 Summer infiltration load 1.1 x 134 cfm x 18 °F Summer TD = 2653 Btuh 3. Summer infiltration HTM 2653 Btuh / 407 ft2 Total window = 6.5 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 134 cfm = 3952 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F &jTimerTD = 1485 Btuh Sensible load for structure (line 19) + 33020 Btuh Sum of ventilation and structure loads = 34505 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 33815 Btuh 2 Latent sing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal bads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3952 Btuh Equipment stung load - latent = 7543 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout oertified by ACCA to meet all requirements of Manual J 7th Ed. wnghtSC: t Right -Suite Residential" 5.5.06 RSR26013 MCA E:\Files\MORRISON 2002\2123 HAMPTON\2123 HAMPTON.rsr 2002-Jun-21 08:05:57 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2123 HAMPTON f 10.28.99 109 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 FAM b n ne a c n 0 d 1 1 90 1.0 9.0 1.0 8.0 39.4 64.0 0.0 NOOK a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 36.0 0.0 KIT DIN a n rr v a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 36.0 0.0 LIV a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 34.0 3.6 a n w a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 54.4 21.0 0.0 a n s a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 30.4 21.0 15.4 FOY a n sw a c n 0 n 1 1 90 1.0 6.0 7.0 1.4 76.4 6.0 6.0 a n sw a c n 0 n 1 1 90 1.0 6.0 8.0 6.8 76.4 7.0 1.8 LAUN BR4 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BATHS BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 wrightsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-21 08*05*57 Ca EAFiles\MORRISON 2002\2123 HAMPTON\2123 HAMPTON.rsr Page 1 MBATH a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBR a n ne a c n 0 n 1 1 90 1.0 1.0 1.0 2.0 62.4 16.0 0.0 c n nw a c n 0 d 1 1 90 1.0 15.0 1.0 8.0 39.4 48.0 0.0 t wrightsoft Right -Suite Residential'"" 5.5.06 RSR26013 2002-Jun-21 08,05*57 fr,'a E:\Files\MORRISON 2002\2123 HAMPTON\2123 HAMPTON.rsr Page 2 RIGHT-J WORKSHEET Entire House0DELAIRHEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2123 HAMPTON 10.28.99 f MNUPL J: 7th Ed 1 Name of room Entire House FAM NOOK KIT 2 Length ofex(osedwall 223.0 It 31.0 ft 10.0 ft 10.0 ft 3 Room dirers[xs 15.0 x 16.0 ft 19.0 x 10.0 ft 19.0 x 10.0 ft 4 Ceiings Co-& Option 9.5 ftl heaVcod d 10.0 it heal c.d 9.4 ft heaVmd 9.4 It heaf/oxl TYPE OF CST HTM Area Load W) Area LeadPt h) Area Load (Btuh) Area Larl W) E) L RE NO. Htg Clg ft') Htg Clg ft Htg Clg ft') Htg I Clg ft') Htg I Clg 5 Gress a 14B 4f 2.1 172B 310 94 94 E osed b 12C 2. 1,9 c0 0 0 walb and c 13C 3.2 12 385 0 0 0 partitions d 01 00 c() 0 0 e O.0 00 0 0 0 f Of 0.0 0 0 6 VVixbrsand a 1C 37. 257 9499 0 36 1331 0 0 glass doors b 8C 37. 2 6 64 2 65 0 0 0 0 Heating c 9C 38. 1859 0 0 0 0 0 d 0. 0 0 0 0 0 0 e 0.c c 0 0 0 0 0 f 0.c c 0 0 0 0 0 0 7 V*LbAs and North 22. 782 0- 0 0c 0 0 glass doors NENVV 41.1 216 8878 64 2522 36 1418 0 0 Ca*_q ENV 54.4 21 1142 0 0 0c 0 0 SE/SW 49. 44 0 0 0 0 South 30.4 c170 0 0 0 0 Herz 0.0 c0 0 0 0 0 0 8 Otlier doors a 10D 14. 9. 559 378 0 0 0 0 0 0 0 b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.E 2.1 1339 6171 Z758 246 1134 507 58 257 119 94 433 194 b 12C 2. 19 c 0 0 0 c 0 0 0 c 0 0 0 wallsand c 13C 3.2 1.2 367 1157 430 0 c 0 0 0 c 0 0 0 partitions d Of 0.0 c 0 0 0 c0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1. 7 Zq 2129 3611 4739 240 407 534 190 322 423 190 322 423 b 0. 0. 0 0 0 0 0 0 c 0 0 0 c 0. 0. 0 0 0 0 0 0 0 0 0 d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 c 0 0 0 f 0. 0. 0 0 0 0 0 0 c 0 0 0 11 Floors a 22A 25. 0. 223 5780 0 31 804 0 10 259 10 259 0 We: room b 0. 0. 0 0 0 0 0 0 0 0 0 pertrneter c 0.c Of c 0 0 0 c 0 0 0 0 0 0 is displ. d 0.c 0.c c 0 0 0 c 0 0 0 0 0 0 for slab e 0. 0. 0 0 0 0 0 0 0 0 0 floors) f 0. 0. 0 0 0 c 0 0 0 0 0 0 12 Infiltration a 20. 6. 407 8254 26M 64 1296 417 16 7XI 235 0 0 0 13 Subtotal bss=6+8_+11+12 39 m 29 1015 Lessexferrd heating 0 0 0 Less transfer 0 0 0 Heating redistribution 0 c0 0 14 Ductless 10° 3926 1(y/ 601 19/1 291 100/ 101 15 Tohal less =13+14 43181 66M1 3200 1116 16 Int. gams: People @ 300 c- 1800 4 1200 0c 0 0 1200 1800 0 0 0 1 1200 17 Srbloe tRSHga7+8+1.+12630019 5180 2195 1817 Less external coati g 0 0 0 Less transfer 0 0 0 Coding redist button 0 0 18 Duct on 100 3002 10'/ 518 51810/ 220 100/ 1 19 Total RSH gain=(17+18)'PLF 1.00 33C 1.00 1.00 2415 1.00 1998 20 Air required (dm) 1567 1%7 240 270 116 115 41 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gF tsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-21 08:05:57 ACCA E:\Files\MORRISON 2002\2123 HAMPTON\2123 HAMPTON.rsr Page 1 RIGHT-J WORKSHEETONrEnureHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2123 HAMPTON 10.28.99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUALJ. /P Ed. N 1 Namofroom DIN LIV FOY LAUN74ANUAL2Lengthofemedwal21.0 ft 320 ft 16.0 ft 8.0 ft 3 RarndrTensons 16.0x 11.0ft 12.0x 14.0ft 7.0x 7.0ft 7.0x 10.0ft Condit Option 9.4 heaV d 9.4 ft heaVccd 9.4 ft th 9.4 ft i heatbocl TYPE OF CST HTM Area Load (BWh) Area Load W) Area Load w) Aea Load (BWi) E)qDOSURE NO. Htg Clg ft2) Htg Clg ft2) Htg I Clg ftl Htg I Clg ft) Htg I Clg 5 Gross a 14B 4. 2.1 103 301 65 0 Bp sed b 12C 2. 1.9 c0 0 0 wags and c 13C 3. 1. 1 0 85 75 partiticns d 0. 0 0 0 0 e 01 0. 0 0 0 f O.c 0. 0 0 0 6 Wrrbnsarl a 1C 37.0 3E 1331 76 2306 13 480 0 0 glassdoors b 8C 37.0 c 0 0 c 0 0 0 0 Heating c 9C 387 c 0 0 c0 0 0 0 d 0.c c 0 0 c 0 0 0 0 e 0. 0 0 c0 0 0 0 f 0.c c 0 0 c0 0 0 0 7 V*LbAGand North 22. 0 19 387 8 231 11 0 glass doors NENW 41.1 1418 0 0 0 0 0 ooCling ENV 54. 0 21 1142 0. 0 0 SSSVV 49. 0 30 1442 5 a 0 0 South 30. 0 6- 170 0 00 Horz 0. 0 0 0 0 c 0 0 8 Otlier doors a 10D 147 9,9 1E 255 179 0 C 0 20 294 199 0 0 0 b 0. 0.0 c 0 0 0 c 0 0 0 c 0 0 0 c 0. 0.0 c 0 0 0 c 0 0 0 c 0 0 0 9 Net a 14B 4.0 2.1 67 309 138 225 1036 463 32 147 6E 0 0 0 eked b 12C 2. L 0 0 0 0 0 0 0 0 0 walls and c 13C 3. 1. 239 89 0 c 0 85 236 9E 75 236 parGtiors d 0. 0. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 If 0. 0. 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1. 2. 176 298 392 168 25 374 49 109 70 119 156 b 0. 0. 0 0 0 0 0 0 0 0 0 c 0. 0.0 c 0 0 0 0 0 0c 0 0 0 d 0. O. 0 0 0 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. 0. 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 O. 21 544 0 32 0 16 415 8 2D7 0 Note: room b 0. 0. 0 0 0 0 0 0 0 0 0 perimeter c 0.c O.0 c 0 0 0 0 0 0 0 0 0 isdispl. d 0. O'c c 0 0 0 0 0 0 0 0 0 forslab e 0.c 0. 0 0 0 0 0 0 0 0 0 fbas) f 0. 0. 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.1 6. 10951352 76 1541 495 33 669 215 0 0 0 13 Subh>W bss=6+8_+11+12 4(K e5w 5E2 Less exernal heating 0 0 0 Less Irarda 0 0 0 Healing redistribution 0 c0 0 14 Dud loss 101/ U 1U/ 650 1Mc 236 106/ 56 15 Toth loss =13+14 4490 7151 2992 619 16 Int. gains: People @ 300 1 300 0 0 0c 0 0 1200 0 0 0 0 1 600 17 Subtot RSH gai 7+8..+12++116 29M 4474 1313 844 LessexerrW cooling 0 0 Lesstras%r 0 0 Coding redistnbuton 0 0 0 18 Duct gain 106 287 10'/ 447 10)/1 131 10D/ 84 19 Total RSH gair-(17+18)" PLF 1.00 3156 1.00 4922 1.001444 1.00 9m 20 Air required (dim) 163 150 259 234 71 Printout certified by ACCA to meet all requirements of Manual J 71h Ed. wrrfghtsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-21 08:05:57 ACCA E:\Files\MORRISON 2002\2123 HAMPTON\2123 HAMPTON.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2123 HAMPTON 10.28.99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: mn7) 831-2665 J: "' ""' 1 Nam of roan BR4 BR3 BATHS BR2j4Nm" UHL 2 Length ofexposedwal 24.0 ft 14.0 ft 0.0 ft 10.0 ft 3 Room dmereor6 14.0 x 10.0 ft 12.0 x 14.0 ft 10.0 x 14.0 ft 12.0 x 10.0 ft Ceiings Condt. Opticn 9.4 1 hat of 9.4 ft hea%od 9.4 ft hea" 9.4 ft heal/cod TYPE OF CST HTM Area Load (13Eh) Area Load w) Area Load (Bt h) Area Lard W) EVOSURE NO. Htg Clg ft Htg I Clg ft') Htg Clg M Htg Clg ft') Htg Clg 5 Gross a 14B 4k 2.1 91132 0 94 Exp-d b 12C 2. 1.9 c0 0 0 walk and c 13C 3. 1. 132 0 0 0 partitions d 0.c 0.0 c0 0 0 e 0.c 0. 0 0 0 f 0. 0. 0 0 0 6 Ni Jx6 ad a 1C 37. ic 591 16 591 0 0- 16 591 glass doors b 8C 37. 0 0 c0 0 0 0 Heafirg c 9C 38. 0 0 c0 0 0 0 d 0. 0 0 1 0 0 0 0 e 0. 0 0 0 0- 0 0 f O.0 c 0 0 c0 0- 0 0 7 VVindNsand North 22.4 41 2 41 0 2 41 glass doors NENVV 41.1 0 0- 0 0- 0 0 Cooling FSN 54. 0 0- 0 0- 0 0 SESVV 49.0 1 663 14 663 0 14 663 South 30. 0 0- 0 0" 0 0 Horz 0. 0 0- 0 0- 0 0 8 Other doors a 10D 147 9.9 0 0 0 C 0 0 0 0 0 0 b 0. 0. 0 0 0 0 c 0 0 0 0 0 0 c 0. 0.0 0 0 0 c 0 0 0 0 0 0 9 Net a 14B 4.0 2.1 A 359 161 116 533 238 0 0 c 78 359 161 erposeCl b 12C 2. 19 c 0 0 0 c 0 0 0 c 0 0 walkand c 13C 3. 1.z I32 415 154 0 c 0 0 0 c 0 0 0 partitions d 0.c 0.0 c0 0 0 0 0 0 c 0 0 0 e 0.c 0.0 c 0 0 0 0 0 0 c 0 0 0 f 0.c 0.0 c 0 0 0 0 0 0 c 0 0 0 10 Ceilings a 16D 17 2.2 140 237 312 168 285 374 140 Z37 312 120 204 257 b 0. O.c c 0 0 0 0 0 0 c 0 0 c 0. 0. c 0 0 0 c 0 0 0 C 0 0 0 d 0. 0. c 0 0 0 c 0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 0 0 0 0 f 0. O.0 c 0 0 0 c 0 0 0 0 0 0 11 Floors a 22A 25.9 O.0 24 622 0 14 363 0 0 0 10 259 0 Note: room b 0.c O.0 0 0 0 c 0 0 0 0 0 0 perfreler c 0. 0. 0 0 0 0 0 0 0 0 0 is displ. d 0. 0. 0 0 0 c 0 0 0 0 0 0 forslab e 0. 0. 0 0 0 c 0 0 0 0 0 0 floors) f 0.c 0. 0 01 0 c 0 0 0 0 0 0 12 Infiltration a 20.1 6.5 ic 324 104 16 324 104 0 0 c 16 324 104 13 Subs l ss+8. +11+12 2549 209E 237 1738 Lessexo heating 0 0 0 Lesstransfer 0 0 0 Heating redktnbutian 0 0 0 14 Dudloss 101/1 1M/ 210 10/ 24 101/ 174 15 Total loss =13+14 2804 23061 1 2B1 1 1912 16 Inn gains: People @ 300 c0 0 0 0c 0 0 Appl. @ 1200 C 0 0 0 0 c 0'" 0 17 Subtot RSH gair-F-7+8_+12+16 1434 1420 312 1236 Less extrnal coding 0 0 0 Lesstransfer 0 0 0 Cooling redisfibutiort 0 0 c0 18 Dud On 100/ 143 10/ 142 1R/ 31 10°/ 12 19 Total RSH gairF(17+18)'PLF 1.00 1578 1.00 1562 1.00 343 1.00 1 20 Air required (dim)102 75 74 9 1 691 Nntout cetfified by ACCA to meet all requirements of Manual J 7th Ed. wrrrgl itsoft Right -Suite Residential- 5.5.06 RSR26013 2002-Jun-21 08:05:57 ACCA E:\Files\MORRISON 2002\2123 HAMPTON\2123 HAMPTON.rsr Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2123 HAMPTON 10.28.99 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J./UICQ 1 Nangthmed room MBATH MBR 2 Leof exposedwal25.0ft 22.0 ft 3 Room drrersi ns 12.0x 13.0 ft 14.0 x 23.0 ft 4Ivm'""L Ceiings CondA.Opticn 9.4 1 teat/cnd 9A ft heaVood TYPE OFCST HTM Area Load (Bh h) Area Load (13W1) Area Area DffUSURE NO. Htg Clg ft2) Htg Clg ft') Htg I Clg Htg Clg Htg Clg 5 Gross a 14B 4.E2.1 235 207 Exposed b 12C 2. 1. 0 Ovals and c 13C 3. 12 c- 0 partitions d 0. 00 c- 0 e 0.c0. 0 6 VVS rbnsand a 1 C37. 1183 16 591 glass doorsb 8C 37. c 0 0 Heating c 9C 38. 0 48 1859 d 0. 0 0 e 0. 0 0 f 0.c 0 0 7 04-iJ Nsa-d North 22A 41 0 0 glass doors NE/NW 41.1 1 63D 64 2890 Coof - 9 ENV 54.4 c0 0 0 SE/ SW 49.0 14 663 0 0 South 30.4c 0 0 0 Horz 0.0c0 0 0 8 Cher doors a 10D 14. 9. 0 0 0 0 b 0. 0. 0 0 0 c 0 c 0. O.00 0 0 c 0 9 Net a 14B 4.E 2.1 203 935 418 143 658 294 exp- d b 12C 2. IS c 0 0 0 c 0 va1s andc 13C 3. 1.2 c 0 0 0 c 0 partitions d Of 0.0c 0 0 0 0 e Of 0.10c 0 0 0 0 f Of 0.10c 0 0 0 0 10 Ceilings a 16D 1. 22 156 265 347 322 546 717 b 0. O.0 0 0 0 c 0 c 0. O.00 0 0 c 0 d 0. O.00 0 0 c 0 e 0. O.00 0 0 c 0 f 0. O.0 0 0 0 c 0 11 Floors a 22A 25.9 0. 648 0 22 570 0 om ( Note: ro b 0. 0. 0 0 0 c 0 pe meter c Of Of c 0 0 0 0 is displ. d Of Of c 0 0 0 0 for slab e 0. 0.( c 0 0 0 c 0 floors) f O.c 0. 0 0 0 c 0 12 Infiltration a 20.1 6.5 6491 209 64 1298 417 13 SubbJtal bss=6+8_+11+12 3MO 5522 Less externdhea" 0 Less transfer 0 Heatingredstbution 0 14 Dud Icss 1O° 368 1 TX552 15 Total loss =13+14 4048 E074 16 Int. gains: People @ 300 c0 1 3D0 1200 D 17 Subtd RSH gain--7+881 +1 6 2 OB 4618 Less external aV g 0 0 Less transfer 0 0 Cooling redistribution 0 0 18 Dud On 101 231 10'/ 462 19 Total RSH gairF417+18)'PLF 1.00 2539 1.OD 079 20 Air required (dm) 147 120 220 241 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrrgF itsof[ Right -Suite Residential- 5.5,06 RSR26013 2002-Jun-21 08:05:57 ACCA E:\Files\MORRISON 2002\2123 HAMPTON\2123 HAMPTON.rsr Page 4 M a" Bath c .e1to .,e1 ap IJ • r 7. A BAN 14• 4— i — 4` @FDROCM -3 1Os6 >wcd 4 gQ Q• lor.8 roved 0. 86 f. th dvut sw/fax/ oap s4 0 KMEN 5' loze lwnd 1Q• ea r BED M µ1s r-.aa-.ry-,yy-.-ps-..(--- to 6 loved JLLLYLLLr'.. + 8l 1 8. 66 to:lo rag 42X42 AIC SLAB 1a eo BY BLDR MIN 10.9 loved 4 '4" di - n./ 2' FROM !WALL 110 ] _ 6 rc---y 1'I O- 30s 10 rays •AI G4RAa on 'Nq, t/5kw 0t:.QU Iph FCTB r8r. t3 P!enornt aIPZIPivxcl16- pintfby b/ 6r 3to to LI biL r3F$B. 7 YIPa 6_ ° C. 9 4 i h 1e fe 24 iN n a:, ewe, j 1043' bath d, t to roof cap a 1 W/ fan . dTW al to L- 1 f' in o UA, K 9' WA duct to m f aap.— _ 'b 5474'2 4" bath dot to roof nova __ . 8m4 Iwod 8,4 loved /,' to 10 C: irrT1 f-i7L o ,02 Must have a minimum clearance of 4 inches around the air handler per the State Energy coda. All duct has an r=6 insuialian value. Z W O t M O ww Rating z o Nr m Ui >_ z z a j o D m EL - j U) a a U CI IV11 f.11i1'UCJ rFCVT W Ci GLJ`IIY'rGlJfRfUT1 rCTR 'r-TNF-V'GIV iUV EZ. j;. VI IYGYY .., rays I ,vT TERMITICIDES REGISTERED IN.FLORIDA FOR PREVENTIVE TREATMENT OF NEW CONSTRUCTION Products are included on this list if they meet the requirements for registration as a pesticide product as required by Chapter 487, F.S., and the registered label contains directions for use on new construction. I Inclusion of a product on this list of registered termiticides does not constitute endorsement or approval, either direct or implied, of the product by the Department of Agriculture and Consumer Services. EPA Product Brand Name Company.Name Active Inotedient Registration# ARMOR - GUARD PERMA CHINK SYSTEMS, INC DISODIUM OCTABORATETRAHYDRATE ET59905-9 l' BIFLEX SFR TERMITICIDE I INSECTICIDEFMC CORP. BIFENTHRIN 279-3177 BIFLEX TC TERMITICIDE / INSECTICIDE FMC CORP: BIFENTHRIN 279-3112 DISODIUM OCTABORATE BOARDDEFENSEIN-CIDE TECHNOLOGIES, INC. 44757-20 TETRAHYDRAT,EBORA- CARE tVISUSCORP. DISODIUMOCTABORATE TETk" bRATE 5-1 CHLORPYRIPHOS PRO TERMITI.EIDE MICRO FLO COMPANY LLC CHLORPYRIFOS 51036-122 CONCENTRATECYREN TC SPECIALITYTERMRICIDE/ INSECTICIDE CONCENTRATE CHEMINOVA CHLOROPYRIFOS 67760-10 DEMON TC' SYNGENTA CROP PROTECTION, CYPERMETHRIN; 10182-107 INC. DRAGNET SFR FMC CORP. PERMETHRIN 279 3062 TERM ITICIDE/INSECTICIDE DREXEL CHLORPYRIFOS TERMITICIDE DREXEL CHEMICAL COMPANY CHLORPYRIFOS 70907-7-19713 DURSBANTC DOWAGROSCIENCES; CHLORPYRIFOS 62719-47 FIRSTLINE GT PLUS TERMITE BAIT FMC CORP. SULFLURAMID 279-3196 STATION ; LABYRINTH TERMITE BAIT ENSYSTEX, INC: DIFLUBENZURON 68850-2 MARTIN' S PERMETHRIN SFR CONTROL SOLUTIONS, INC PERMETHRIN 70506-6-53883 TERMITICIDE / INSECTICIDE NAVIGATOR 4 TC GHARDA USA, INC CHLORPYRIFOS 70907-7 PERMASTER 380 PERMETHRIN LG CHEMICAL AMERICA, INC PERMETHRIN 71532-2-73006 TERMITICIDE/ INSECTICIDE PERMETHRIN PRO TERMITICIDE-TURF- MICRO FLO COMPANY LLC PERMETHRIN 51036-287 ORNAMENTAL PRELUDE TERMITICIDE/INSECTICIDE SYNGENTA CROP PROTECTION, PERMETHRIN 10182-95 INC. PREMISE 75 INSECTICIDE IN WATER BAYER CORP IMIDACLOPRID 3125-455 SOLUBLEPACKETSfile:// C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/02 APPROVALS NES REPORT f MIXING DIRECTIONS f APPLICATION DIRECTIONS J PRESCRIPTION TREATMENT BRAND TC WHITMIRE MICRO-GEN DIFLUBENZURON 499488 223 PREVAIL FT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3082 PREVAIL PRE -TREAT TERMITICIDE FMC CORP. CYPERMETHRIN 279-3209 PREVAIL TC TERMITICIDE/INSECTICIDE FMC CORP. CYPERMETHRIN 279-3131 RECRUIT II DOWAGROSCIENCES,LLC HEXAFLUMURON 62719-272 SHELL -GUARD PERMA-CHINK SYSTEMS, INC DISODIUM OCTABORATE TETRAHYDRATE 59905-6 SPECKOZ PERMETHRIN TC SPECKOZ PERMETHRIN 51036-287-72113 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3208 TALSTAR TERMITICIDE/INSECTICIDE FMC CORP. BIFENTHRIN 279-3206 TENGARD SFR ONE-SHOT TERMITICIDE / UNITED PHOSPHORUS, INC PERMETHRIN 70506 6INSECTICIDE TERMIDOR 80 M AVENTIS ENVIRONMENTAL FIPRONIL 432-900TERMITICIDE/INSECTICIDE SCIENCES USA LP TIM-BOR PROFESSIONAL • UNITED STATES BORAX & DISODIUM OCTABORATE 162439CHEMICALCOMPANYTETRAHYDRATE TERMITICIDE T/C ARIZONA CHEMICAL GROUP, INC CHLORPYRIFOS 55431-1 TRIBUTE TERMITICIDEIINSECTICIDE AVENTIS ENVIRONMENTAL CYANO 432-767CONCENTRATESCIENCESUSALP 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 according tolabel directions, n Pesticide Product Brands: 34 Companies: 22 Ustupdated: April 1, 2002 If you have a question regarding a pesticide (termiticide) that is not listed please complete the product information form and submit. inquiry to Department of Agriculture & Consumer Services.. Termiticide for New Construction Registration Inquiry Form This page has been accessed KIM= times since March 4th, 2002 file:// C:\WINDOWS\Temporary%201nternet%20Files\OLK70F3\TERMITICIDES%20REGISTE... 7/23/0d 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 (Na2BB013.4H2O):........ 40.0% INERT INGREDIENTS: ........................................................ 60.0% Density: 11.51 pounds per gallon EPA Reg. No. 64405-1 EPA Est. 64405-TN-1 U.S. Patent Nos. 6,104,664 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 establishments should. be confined to time periods when the plant is not in operation. MADE IN THE U.S.A. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and rinse with potable water. When spraying overhead interior areas of homes, apartment buildings, etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other material which can be disposed of if contamination from dripping occurs. Do not apply in food serving areas while food is exposed. BORA-CARE® is NOT a soil termiticide and should not be used directly to treat the soil. STORAGE AND DISPOSAL Do not contaminate water, food or feed by storage. or disposal. PESTICIDE STORAGE: Store in a dry place. Do not store where children or animals may gain access. Do not freeze. PESTICIDE DISPOSAL: Do not contaminate water when disposing of equipment washwaters. Wastes resulting from the use of this product may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for recycling or reconditioning, or puncture and dispose of in a sanitary landfill, or incineration, or if allowed by state and local authorities, by burning. If burned, stay out of smoke. CLEANUP: Use soap and water to clean up tools. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE® in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is impractical, the use of a NIOSH approved respirator with an 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.) CtlNB On AtIo.N 100 Nisus Drive, Rockford, TN 37853 800)264-0870 wwwnisuscorp.com m I. MIXING INSTRUCTIONS III. GENERAL INFORMATION BORA-CARE® is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and 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. Aliow.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 Powderpost Beetles and Fungi required for surface spray. For only. Decay prevention TABLE B. Dilution Ratios Water to Application BORA-CARE® Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking, Fences and 2" in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5:1 Dip treatment only. Dimensional Lumber 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: Cerambycidae, 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. V. 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 of floor 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 water to 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 W 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 ]lght 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 tqe 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 11 ] 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-CARE® 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 waterto one (1) gallon BORA-CARE®(1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floor Joists, 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 ofthe structure with a 24-inch wide band of BORA-CARE® solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the masonry foundation level. Coated or painted wood may be treated by pressure Injecting BORA-CARE® into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 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. VI1. 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. VIII. 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 awater resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE® solution to the point 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 121. 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. 4 X. DIP TREATING LOGS AND LUMBER XI 11. 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 4 x 4 300 3.4 4 x 6 200 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 6 x 10 80 12.6 6 x 12 68 15.0 Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reasonoftheuseofthisproductforapurposenotindicatedbythelabel 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-CARE®to 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 . 800- 264-0870 1 www.nisuscorp.com National. Evaluation Service Inc 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041-3401 MEN Phone:703/931-2187 Fax:703/931-6505 INTERNATIONAL website: www.natevai.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 nlsusCalnisus.corp.com www.nisuscorp.com 1.0 SUBJECT BORA-CARESTermiticide, Insecticide and Fungicide 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Protection Against Termites 3.0 DESCRIPTION BORA-CARE Termiticide is used to provide protection against subterranean termites. BORA CARE is a Federal EPA registered Termiticide that is applied to wood surfaces by spraying, brushing, and injections and prevents infestation of subterranean termites. BORA-CARE kills the termites through ingestion. The active ingredient in BORA-CARE is Disodium Octoborate Tetrahydrate (DOT), which is a mixture of borax and boric acid. BORA CARE utilizes a patented formulation of this mineral salt DOT) and glycols. to penetrate and protect the wood. When BORA-CARE is applied to bare wood, it penetrates the wood and deposits DOT. Diffusion of BORA-CARE into the wood continues after application until there is uniform distribution of the active ingredient in the wood member. BORA CARE is water soluble. When fresh wood with no sealants is treated with BORA-CARE, the borate penetrates completely through the wood member, therefore, the wood member is permitted to be cut after treatment is complete. 4.0 INSTALLATION 4.1 General BORA-CARE Termiticide is installed in accordance with the manufacturer's published installation instructions and this report. Applicators of BORA-CARE shall be trained by the Nisus Corporation and shall be licensed pest control operators. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. 4.2 Application BORA-CARE is a concentrate that must be diluted with water before use. The dilution rate is one part water to one part BORA- CARE for all pretreatment applications. Prior to dilution, BORA- CARE is a thick viscous liquid similar in appearance to honey. When diluted and mixed, the solution has the same consistencyas.water. BORA-CARE is applied by spraying, brushing, and injection. BORA-CARE is not a restricted category pesticide, but shall be applied by a professional pest control operator in accordance with local, state, or federal pest control regulations. BORACARE 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 Is limited to the specific product and data and test reports submitted by the applicant In its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NES specirically does not make any warranty, either expressedorimplied, as to any rindmg or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited 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 Each container of BORA-CARE® Termiticide, Insecticide and Fungicide covered by this report shall be labeled with the manufacturer's nametand or trademark and this National Evaluation Service evaluation report number, NER-617 for field identification. 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. 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 BORA-CARE shall be applied by applicators trained by the Nisus Corporation and shall be licensed pest control operators. 7.3 BORA-CARE shall be installed in accordance with the manufacturer's published installation instructions and this report. 7.4 In areas where a soil treatment/barrier termiticide treatment is required by the applicable code or local code official, BORA CARE Is applied only as a supplemental pretreatment and is not a replacement for required treatments or barriers. 7.6 6.3 Test report, lab test of oral toxicity of BORA-CARE against Formosan Subterranean Termite and Eastern 7.6 Subterranean Termite, Ft. Lauderdale Research & Education Center, IFAS, University of Florida, May, 1993, Masahiko Tokoro and Nan-Yao Su.. 7.7 6.4 Test report; January 1997 Progress Report, 57 months exposure, field evaluation of BORA-CARE treated wood 7.8 the subterranean termite feeding and tubing near Gulfport, Mississippi, comparison of treated and untreated wood floor joist, Mississippi State University Forest Products Laboratory, Terry L. Amburgey. 6.5 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 International One- and Two- Family Dwelling Code subject to the following conditions; BORA-CARE was evaluated only forresistance to subterranean termites. BORA- CARE is water soluble and shall be protected as noted in Section 4.3 above. BORA- CARE has not been evaluated as a treatment for resistance to termites on LVL products. This report is subject to re-examination on a periodic basis. For information on the current status of this Evaluation Report, consult the NES Product Evaluation Listing or contact the NES. ONE BY WOOD — SUCK BY OTHERS CAULK BETWEEN WINDOW W00 FLANGE & 0 BLTCX CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS SHIM AS REDID ONE BY WOOD BUCK BY OTHERS SEE NOTES) BUCK N707H - 1 1/4' MIN. INSTALLATION ANCHOR - EMBEDMENT 3/1H' DuL TAP= 1 /4' SHIM SHIM AS RE" SHOWN FLANCE TYPE SPACE MAX. SEE NOTES) CAULK BE1WEhR WINDOW FRAME WOOD BUCK A: `IAMB MASONRY OPENING d CONCRETE OR MASONRYBYOTHERSFOPENING IL BY OTHERS d411/4' MN- 1NSTALLATIGN ANCHOR EM HdTAPCON4SHOWNPERIMETER CAULK 1PAC'/ 4' SHRI- BYOTHERSSEMAX. FLANGE TYPE WINDOW FRAME HEADER EXTERI WINDOW HEIGHTWISTOOL NDOW FRGEAM.4tSILLPERIMETERCAU BY OTHERS PERIMETER CAULK BY OTHERS HULK BETWEEN WOOD BUCK k WINDOW WIDTH MAS•Y CYPEN04C BY OTHERS EXTOL B CAULK BEiWLERL EXTERIOR WINDOW FLANFINISHWOODBUCKBYOTHERSSECTION. 2 WINDOW WTR F BCD E . J K 2 VANDOW ' HGT. F G a 0 CAULKBETWEEN WINDOW FLANGE PRECAST SILL ""'" VULKOA E L UAT1 QN PRECASR SILL116ADHESIVECAULKORBYOTHERS APPROVED EQUAL SECTION 1 VIEWED FROM EXTERIOR GEHFS: - 1)) SHIM M AStiFA'D. AT EACH N6TALLATxN ANCHOR 1YITIi LOAD BEM6NG SHIN. MAX. ALLOWABLE SNIP STACK TO 13E 1/4% WINODW FRAME - MATERIAL: ALUMINUM ALLOY 606& CCEIiiTBL}rE' 7LO E.FLIy,A. S- (J . _ F. Arlit\ V L' Ii.4A Y UiT+YL 10EI:LPL't aGF vERA1_ Al UrttAJ UM - I6F A. CTC 4? LITT r 4`"i I f i 1) Wt1EttE WATER RESISTANCE TEST REOUIREUENT OF Is% or DESIGN LOAD APPUm POSIRVE DESIGN LOADS W1LLBELIMITEDTD4D.O PSF DUE TO WATER TEST PRESSURE OF LO PSF ACHIEVED IN TESL T) NSTALLATOMFIANCEFRAME1MN13OWNCONCRETEORMASONRYOPENINGUSE3/16' DIA TAPCON ANCHORS OFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT NTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. - " - 3) SEE ELEVAl10N FOR KEY TO TAPCON LDCAT10N4 4) NSTALLIBSCREWSOFSUFFICIENTLENGTHTOPROVDE3/4' MN. EMBEDMENT INTO WOOD BUCK AT ALL OTHERFACTORYAPPLIEDNSTALLAM13NHOLES. 5) IFEXACTWINDOWBZEISNOTLISTEDNANCHORCHART, USE ANCHOR OIANTLTY LISTED NTH NEXT LARGER 92L FOR THE APPROPRIATE DESIGN PRESSURE REG'0• 3) USE LATE! CAUL( BEHIND WINDOW FLANGE AT HD k AWES. SLLI.MUST BE IWt W Ors fid- CmmBwL 1E 75006 - PA Bee a19(122.Oa541. II 757B1 ATTACHED TO THE SUBSTTNTE WITH VUUKEA 11EA5 ANESNE CAULK OR APPROVED RAUIL. 4) APPLICATION OF VUL IM 1T6 ADHESNE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. - 51 USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE 6) CLASSTHICKNESSWAYVARYPERTHEREOUIREMEfiSOFASTME13OOMASSCHARMSINGLEGLAZINGISSHOKINSULATINGCUSS15ALSOOUNJFIED. 7) GENERAL ALUMINUIfS 1440 SEXES SINGLE HUNG IS SHOWN. THIS PRIM ALSO APPLIES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIFS. COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WIDDVKD a EXTERIOR NTMOR HEAD jam . SIZE 1219 1/6 X 26 99 as 13. - 10 to X 3B 3A 7a 59 7B59 BB FA14 144.419to X 50 9A 19 1A X b4 BA 54 54 B F.0 14+5 19 I/B x 55 9A 52 52 45 Ba FAFA 151619toX6319V9 X 72 45 40 40a FC 1 1H3 t/2 X ZD ,A X 3s 7/4. Sl a B fAFA 1144261/2 X 50 2/9 44 42 4442 a0 1M44'•41 H4+ 5 26 1/ 2 X 54 BA 26 1/ 2 X 55 A^ 41 41 B FA INS 26 1/211 93 6 40 40 46 aFA FO 301/ 2 X 26 56 B C FA 3010301/2 X 3B 3/6 44 44 40 BB FIG30X4 301/2 X 60 BA 40 40 a FA 30X4+43D1/2 x 54 SA 55 4040 40B FA 3OX4+5307030 1/ 3x DA 30 IA X 93 40 a FA 40 22CHyX 37 X 38 2/9 1 40 40A 24 37X509/1 40 40 40.0 4024+524+437X 54 &A 37X55BA 40 40H,I25 r X63X724040374a2648 X 48 45,C48M 45 X3a3ASA40404040.C464+4 9F.G4B4+ 5 A45X54LLA404040.W 40 48 X559A45X 63 40 4032 NJ4aS3 1/0 X 45 45F.G34 53 1AX50 $A 40 - 4 0F•GH134+5 53I/B X55 aA 40 40tO3s 53 IAX934040351531X724D40 . 71B ASSEMBLY DRAWINGEiIES144'4/15401DLSINGLEHUNGWINDOWNIA tDATE s1EMO9..DH 0as//EN— YEfN PREPA= or. M)l3 T TE0/NGLIM CORP. 26D INIERNATX*"L P". SIZE I70. H EAT410M. FLIMM =744 PHOH/E 4KT7 a0D-0365 FAX 1107 am -ow 0 CAULK BETWEEN WOOD BUCK k MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WNOOW FLANGE k WOOD BUCK PERIMETER CAULK BY OTHERS GLAZWO WINDOWHEIGHT I EXTERIOR INSTALLATION ANCHOR 3/16' OIA. TAPCON BUCK WIDTH 1 4 M". SHIM SPACE CONCRETE OR MASONRY OPENING SHIM AS REO'D SEE NOTES) 4 I E-M8EAINENT. EBDMBYOTHERS SHIM AS REOT. FLANGE TYPE WINDOW FRAME 4 CAL&K BETWEEN No, JAMB d w000 BUCKSEE NAVY OPENING BY OTHERS GL Ai1NG INSTALLATION ANCHOR 1-1/ 4- MIN. 3/16- DIA. TAPCON EMBEDMENT Q1/i MAX. ONE.BY WOOD r 1 SHIM. SPACE EXTERIOR BUCK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER BUCK HEIGHT CA-I i I i CAULK BETWEEN PERIMETER CAULK WNDOW FLANGE BY OTHERS WOOD BUCK r— WINDOW WIDTH OR OR uA50NarOPENING BY OTHERS SECTION 2 STUCCO BY OTHERS WNDOW WTH. AA C d D E_ 2 WHGT. H / ) GF. F4G MARBLE SLL STOOL BY OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE BY OTHERS k PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR. DA- im 40 A, B D.E.F,G 36 X 46 40 40 A, B Di.F.G 36 z 72 40 A,B p.E.F.G 46 x 24 40 A IS E.F.G 46 x 46 40 40 A. 0.E.F,G 46 x6040A0 .A,B fF 64 X2440A0A,B F,G 72 X3640ADA.B a E,r.G 72 x604040A.8 M,1 73 X L6 40 40 CFZfMAL FLORIDA R.O.A.F. MANUFACTURER NAME: r£rlN CSRPl_ /iWMINUM FNFRAL M NOTES: MASTER. . 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOWFRAMEMATERIAL: ALUMINUM ALLOY 6063. 3) USELATEXCAULKBEHINDWINDOWFLANGEATHEADdoJAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEOUAL4) AppUCATIONOFYATLKIM116ADHESIVECAULKATFRAMESILLMUSTCOMPLYWITHSEMANT MANUFACTURER'S RECOMMENDATIONS. 5) USELATEXCAULKFORPERIMETERSEALAROUNDEXTERIOR OF WINDOW FLANGE 6) GLASSTHICKNESSMAYVARYPERTHEREQUIREMENTSOFASTME1300GLASSCHARTS. 7) WHEREWATERRESISTANCETESTREOU1REUENTOF1SSOFDESIGNLOADAPPLES. POSITIVE DESIGN LOADS WLLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSuaE OF 6.0 PST ACHIEVED W TEST. B) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR uASC= OPENING USE 3/16' IXA. TAPCON ANCHORS OF SUFFICIENT LENGTH, TO PROVIDE MIN. 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. . S) SEEELEVATIONFORKEYTOTAPCONLOCATIONS. 10). INSTALL /B SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4- MN. EMBEDMENT INTO WOOD BUCK AT ALLOTHERFACTORYAPPLIED' INSTALLATION HOLES. IF FACTORY APPLIED HC ES ARE N07 PRES07- 18 SCREWSSHOULDBEPLACEDATMAX. 6' FROM CORNERS & MAX. 24. O.C. 11) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE ANCHOR OUANT1' LISTED WITH NEXT LARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO•D. 12) GENERAL1450SERIESPICTUREWINDOWISSHOWN. THIS .PRINT ALSO APPLIES TC, THE 1550 SERIES. immw W. C,.* $ W. • Corto , ix 75M • PD: B. 6TSOj2. MCI;, Ty 75'' NC p[ SOInIIW INSTALLATION. G: TAiI SERIES 1450/ 1550 FLANGE PW SHEATHING BY OTHERS B INSIALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR—\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE VANDOW FRAME HEADER EXTERIO FIN TYPE - WINDOW FRAME SILL PERIMETER CAULK Br OTHERS B SCREWINSTALATION ANCHOR SHOWN CAULK BETWEEN FIN SHIM AS REO'D. h SHEATING SEE NOTES) EMBEDMENT FIN TYPEWINDOWFRAME JAMB 2 x WOOD BY OTHERS SHIM AS REO'D. SEE NOTES) B INSTALA TION AN —OR SCREW SHOWN (TYP.) 2 X WOOD BY OTHERS CAULY 'ETWEEN SHEA h FIN BY 01. -.RS NT SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISR BY OTHERS FXT RIOR . PERIMETER CAULK BY OTHERS W NDOW SECTION 2 HEIGHT WINDOW WTH.-( ANCHOR (TYP.) O 0 O O' 0 SILL STOOL ' 0 0 2 BY OTHERS 24' at MAX. (TYP.) - O 0 EOUALLY SPACE WINDOW ANCHORS (TYP.) HGT. tr 0 0 / 0 SHIM AS REO'D.L O SEE NOTES) o r0 O. o 0 6" MAX. (TYP.) 2 X WOOD BY OTHERS 1T) +--• 6" MAX. (T1'P.) CAULK- BETWEEN WINDOW FIN ELEVATION EXTERIOR SHEATHING FINISH I•MIN. VIEWED FROM EXTERIOR'_ BY OTHERS EMBEDMENT - SHEATHING SECTION 1 - BY OTHERS GA 3 MANUFA,;GTUF_lER NA?ff: Ca v aR r !LI UaL& AA - MASTER Fux # 3 COMPARATIVE ANALYSIS k ANCHOR CHARY DESIGN PRESSURE N0. OF /8 SCREWS No. OF 0.090 DIA. WARS CAPACITY IN PS: REO'D. IN FRAME REO'D. IN FRAMECMOTH/HEIGHT XTERIOR INTERIOR HEAD SILL 6EA. JAMB HEAD Sll O EAJAMB 109 109 2 2 2 2 2 2 2s B383222337236] 63 2 2 20X0 86 86 2 2 2 2 2 24 20 X 40 73 73 3 2 23 37 4 70 X 50 0 X50 59 459 42 22 2 4 28 X 30 28 X 40 57 525 522. 2 7 32 2 3 2 4 26 X 50 45 46 42 2 3 2 7 4 30 x 30 52 52 2. 2 22 32 2 3 230x40494922 3 2 4 2730x50x60A3A422438 X 30 41 41 2 3. 3 3 33 X 40 40 40 403 3 3 7 3 4 38 X 50 40 An4 3 3 3 3 40 x 30 40 40 3 3 3 3 3 3 40' x 40 40 40 y 3 3 3 3 4 40 X 50 40 A 3 3 3 3 S 4 An 4 4 4 1). SHIM AS REO'D. A03ACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4% 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FN AT HEAD. SILL h JAMB$. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZINGISSHOWN. INSULATING CLASS IS ALSO OUAUFIED. 6) WHERE WATER RESISTANCE TEST REOL-EMEN7 OF 155: OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADSWILLBELIMITEDTO40.0 PSF DUE TD WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST - LOADSNSIALLATION: FIN FRAME W+NDOW 1N WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 0.090IN. DIA NAILS OR /4 SCREWS OF SUFFK]ENT LENGTH TO PROWOE MIL I. EMBEDMENT INTO SUBSTRATE. 8) IF EIACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR DUANTITY LISTED MTN NEXT LARGER SIZE 9) GENERA INSULATINGGLASS' ALUMINUM'S11SINGLE HUNG SERIES HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 - 4C.- IL U.* Rd. • Ca—MWL TX 7SO06 • PE. 9m 31902Z' Ddkm 13 cLtee _ ASSEMBLY DRAWING SERIES11'40/19AO TDL SINGLE HUNG WINDOW NAI 11/ 05/01 GEN-0( 1' MIN. SHEATHING EMBEDMENT BY OTHERS CAULK REMIND FIN EXTERIORFINISH a OTHERS PERIMETER CA K By OTHERS 1 JFINTYPE I WINDOW FRAME HCADER GLAZINGSCENOTES) EXTERIOR i FIN TYPE FRANC SIT. 1 i PERIMC7EI BY OTHER EXTERIORFINISH BY OTHER CAULK B SHEATHII... BT OTHERS SECTION 1 t WINDOW WIDTH' 1/4' MAX. ' SHIM SPACE 2 x BT won BY OTHERS SHIM AS REO•D. I 2 X WOOD BY OTHERS FIN TYPE WINDOW AB INSTALLATION FRAME JAMB SCREWANCHOR f' MIN SHIM AS REO'D GLAZINGtSEENOtCi? EMBEDMENT I/1' MAX. SHIM SPACE WINDOWHEIGHT IKA WINDOWHEIGHT L EQ'0. 1/v MAX SHIM SPACE 48 INSTALLATION ANCHOR SCREW 2 x WOOD BY OTHERS Cx TER[OR \ PERIMETER CAULK BY OTHERS xe INSTALLATION EXTERIOR A.C.SCREW FINISH CAULK BEHIND FINByOTHERS SECTION 2 SMCATI COMPARATIVE ANALYJIJ & ANLMUM LMMMI WINDOW DESIGN PRESSURE NO. OF KB SCREWS NCI. OF 0.099 DIA. NAILS SIZE CAPACITY IN PSF REOUIRED IN FRAME REQUIRED IN FRANC INCHES) WID7H/IEIGN EXTERIOR INTERIOR HEAD L SILL B EA. JAMB HEAD L SILL ! EA JAMB 20 a 30 D 40 2 2 2 2 2 2 20 X 40 0 40 223 3 2 20 X 50 D • 404 404 2 3 30 s 30 40 40 2 2 2 3330'a 40 40 40 2 2. 3330X50 D a 60 4040 40 2 4 40 X 40 40 3- 23 3 3 40 X 40 40 40 3 3 3 4 40 X 50 40 X 60 a0 404 3 3 S 50 a 30 40 40 3 2 4 3350X404040 3 4 4350 . 50 50 : 60 4040 4040 3 S 1.1 40 40 4 . TRAL Fb®RMA Ra ®aA.F4 MANUFACTURER NAME: MASTER FILE IOiE RE WATER RESISTANCE TEST REOUIREMENT Or 157. Or DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE TD WATER TEST PRESSURE 6A PSF ACME VEO IN TEST. 2) INSTALL FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOODSTUDSUSING1BSCREWSOFSUFFICIENTLENGTHTOPROVIDEMINVCMHEDMENTINTOSUBSTRATEOROA991NDIA. NAILS • 3) IF EXACT WINDOW SIZE !S NOT LISTED IN ANCHOR CHART. USE WANTITT USTCD I'H IEXT LARGER SIZE. 4) SHIM AS RED-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD HEARIRG SHIM COUALLY SPACE MAX. ALLOWABLE SHIM STACK 70 BE VIV. ANCHORS (TTP) 5) WINDOW FRAME MATERIAL, ALUMINUM ALLOT 60616, USE LATEX CAULK BEHIND WINDOW FIN AT MEAO. Sllt L JAMHS I 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND ExTERI[B2 OF WINDOW FLANGE• 8, GLASS THICKNESS MAT VARY PER REOUIRENENTS OF ASTM E13DO GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS P.LSO QUALIFIED. 91 GENERALAPPLIES TO 1900 MSERIES PILES PICTURE VINE WINDOW IS SMOVN THIS PRINT ALSO 1 I 6' MAX. (7TP) 0 0 0 0 0 0 I 6' MAX. (TTP) — • F V VIEWED FROMOMEXTERIOR DATE 1T- 1W1 t. ftos59' Qd.•CRNdXXL TZ 7M,P-0. S 22.Odn. TI 7591 swum pcsrnvT INSTALLATION DETAIL SERIESI)OD/19DO FIN PV BB caw N/ A GEN00= D2B03/O= CAULK BCIWEEN- WOOD BUCK L MASONRY DPE NING BY .DINERS CAULK RETVEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MASOMRT OPENING \, By OTHERS i EXTERIOR FINISH - BY OTHERS PERIMETER CAULK BT OTHERS i FLANGE TYPE - WINDOW FRAME MEADER VINDW EXTERIOR HEIGHT I. ONE BY WOOD NOTES, BUCK IT OTHERS T) SNti) AS REO'D. A7 EACH INSlA11A7ION ANCHOR USING LOAD BEARING SXd. MAX. ALLOWABLE SHIM STACK TO BE 1/A LrINSTALATION ANCHOR3/16' LA: TAP[ON Z) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX, CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. AT USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. l--- SNIM AS REO'D 5) CLASS THICKNESS MAY WART PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. A0D PSF. SEC NOIESI 6) DESIGN PRESSURE CAPACITY DF WINDOW INSTALLATION IS LIMITED TE7) FOI INSIALLATIGN OF FLANGE FRAME WINDOWS IN CONCRETE OR HASONFT OPENING, USEt3/IL' DIA. TAPCOM TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS L N• D.C. MAX. BET vEEN6) BUILD DOWN. AROUND CARVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. 1-1/.. MINdEMBEDMENT BUILD DO— MUST BE OF SUFFICIENT STRENGTH 70 ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEWATIO(S SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO 1.I47 USE OF THIS 1/!• MAX. PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEEI APPLIES TO ALL CONFIGURATIONS SHIM SPACE THAT CAN BE MANUFACTURED FROM THE I430/1550 SERIES DESIGNER FIKED WINDOW FRAMING STSTEML CENTRAL FLORI] DA B.O.Q. MANUFACTMER Nam: ENFRsK A[.Utf//y M"TER FM # o2 -- GLAEIIL GYP. SEE MOTES) BUCKHEIGHT SKIN AS REO'D SCE NOTES) FLANGE TYPE WINDOW FRANC SILL ONE by WOOD BECK BY PERIMETER CAULK DTRCRS BY OTHERS I MAK. SHIM SPACE a a EXTERIOR FINISH C GBYOTHERS CAULK BETWEEN VINDW EMBED E N. FLANGE L WOOD BUCK EMBEDMENT CONCRETE OR\ -INSTALLATION ANCHOR MASONRY OPENING 3/I6• DIA IAPCON BY OTHERS CAULK BETWEEN WOOD BUCK L MASONRY OPENING BY 07HERS SECTION I ELEVATION VIEWED FROM EXTERIOR n 7_7i--rIt- 1/• MAX. IKO 110IM NJM SPACE SHIM PS ES) 1-1/4' MIN. SEE NOTES) EMBEDMENT RFLANGETYPECAULKBETWEEN VINDOW FRANC WOOD BUCK L JAMB MAS'Y OPENING a BY OTHERS C . 4ATDH6 INS'N-LATION ANCHOR SEE IO1ES) C 3/16' OlA TAPCON ONE BY WDOM PERIMETER CAULK BUCK BY OTHERS BT OTHERS CAULK BETWEEN EXTERIOR FINISH WINDOW FLANGE BY OTHERS WOOD BUCK WIKm1l vlDix CONCRETE OR mSONRYOPENING SECTION BY OTHERS HEIGHT HEIGHT / 2 2 WINDOW WIDTH ELEVATION VIEWED FRom EXTERIOR t001 V. Cm" Rd.. GKmAtnn Ty 75006 • PA..B!) 8180T7 • Ddim. TS 75MI I ALLATION DRAWING ONE BY BUCK . DESIGNER PICTURE WINDOW I —D. I BB N/A p MTC DWL IM.)C! m;E I-?CVITIDM IM;;450/11550' 3/20/02 B GEN-0025 X + . SHEATHINGBTOTHERS CAUIX BEHIND FIN EXTERIOR FINISH BY OTHERS PERIMETCAULK BY OTHERS FIN TYPE . FRAME HEADER - IOLA21NG (TTP.) - EXTERIOR SEE NOTES FIN TYPEFRAMESILL PERIMETER CAULK J BY OTHERS / B INSTALL AT' J ANCHOR SCREW (TYP.) EXTERIOR FINISH BY OTHERS CAL.^.X BEHIND FIN - SHEATHING BT OTHERS BUILD Dom a OTHERS FB VISTA IAT10N ANCHOR SCREW (TYP.) SHW AS REOD. SEE NOTES F'- T/4- MAX. Swu SPACE WINDOWHEIGHT 1) DE1) DESIGN PRESSURE CAPACITY OF wN00W 6 INSTALLATION 4 40.0 P$F, 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS. -USING O.C99 W. CIA NAILS. PLACE .099 NAILS 6' FROM I CORNERS MAX. A 6' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW W WOOD FRAME .OPENING WINTWOBYWOODSTUDS. USING /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. IN. IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6MAX. FROM CORNERS Y 7A' CC MAX. BETWEEN. 4) SHIM AS REO'D. ADJACENT TD EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM- STACK TO BE 1/4'. t) MNOOW FPAME WTERIAL: ALUMINUM ALLOT 6063. 6) USE LATEX CAULK BEHIND WIN" FIN AT HEAD. SILL k JAMBS. 7) USE LATEX CAULK FOR P-eRWETISRSEA bARCUNDEXTERIOR OF WINDOW FLANGE B) CUSS THICKNESS MAY VARY PER IKE REQUIREMENTS OF ASTM E1300 GLASS CHARTS RAZING (TYP.) 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE SEE NOTES ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTHTOADEOUATELTTRANSFERLOADFROMWINDOWToTHE STRUCTURE 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT 6 NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEETAPPLIESTOALLCONFIGURATIONSTHATCANBEMANUFACTUREDFROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW rRR. AMLNGG7rSTYTMm.. 7 y p s g l.sil'11 LL/ila- FLOR11DA D..O.A.F• MANUFACTURER NAME: iF JFR:4-LJy t.nif n//1M WINDOW WIDTH 0 0 0 0 0 0 O C WINDOW WIMOOW P r HEIGHT NOIGNT ` 1 ° O 2 o L/ 4- MAX. SNW SPACE SHIM AS REOD. S" NOTES ELEVATION VIEWED FROM EXTERIOR 1' MIN. i X FRAMING EM8EDMENT BY OTHERS SECTION 1 C/ 3--u--Z 1/ 4' MAX. SNW SPACE TWO BY FRAMING I ASREO'D. BY OTHERS . I TYPE T ATE JAMBYNEMBEDMENT SHEATIND BT OTHERSCAULKBEHIND FYI EXTERIOR FINISH By OTHERS EXTERIOR NA INSTALLATION ANCHOR SCREW ( TYP.) WINDOW WIO7N PERIMETERCAULK BY OTHERS SECTION 2 F. WINDOW WIDTH . I o 2 O 0 0 0. o 0 0 0 ELEVATION VIEWED FROM EXTERIOR 9.N 1i.9 .wMI 3)(p2 B GENOC2o CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOODBUCKBYOTHER ' CAULK BETWEEN WINDOWFLANGEWOODBUCK CONCRETE OR MASONRY OPENING BY OCHER i EXTERIOR FNISH7 BY OTHER I BY OTHER RANGE TYPE) nEADER FRAME WI OW EXTERIOREXTERIO WINDOOWW FAME Y SILL \ PERIMETER CAULK 1 BY OTHER INSTALLATION ANCHOR BUCK WIDTH 3/16- DIA. TAPCON SHA AS REM SEE NOTES) FLANGE TYPE 1/1 SMU WINDOW FRAME SPACE M JAMB Q 1 1DMIN. NMENTONE eY WOOD BUCK BY OTHER EMBEDMENTENT SHIM AS REO'D. SEE NOTES) CONCRETE OR MASONRY OPENING BT OTHER INSTALLATION ANCHOR 3/ 16- DIE. TAPCON EEN PERIMETERCAULIQGULKBETWEENBYOTHERSI - WOOD BUCK & L/ 4 Sw WINDOW MOTH MASONRY OPENING SPACE MAIL BY OTHERS EXTERIOR WIN BETWEEN DOEXTERIOR WINDOW FLANGE By 07 BYOTHERB HEIGHT SECTION 2 ANCHOR ( TYP.) H J K WWI HT i p G a PRE CAST sILL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL 1KTN M LKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 0500 ADHESIVE SEALANT c DOW IGHTg HTt WINDOW 1 1) SHIN AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAIL ALLOWABLESHINSTACKTOBE1/4. 2) WINDOW FRAME MATERIAU ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHEDTOTHESUBSTRATEVAINVULKEM116ADHESIVECAULKORAPPROVEDEQUAL t) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK ATFRAMESILL. MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 7), GENERAL ALUMINUM'S /480 SERIES MODIFIED SUDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING CLASS. 8) DRAWING APPLIES TO NSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPEMNC USE 3/16" dA TAPCON ANCHOR OF SUFF"NT LENGTH TO PROVIDE MIN.1-1/4 EMBEDMENT MID SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCOK LOCATKINS. 10) INSTALL E8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MN. EMBEDMENT NOD 70 WOBUCKATALL FACTORY APPLIED NSTALLATIDN HOLES WHERE TAPCONS ARE RED-D. 11) F EXACT WINDOW SIZE IS NOT LISTED N ANCHOR CHAT. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER JZL . ELEVATION VIEWED FROM EXTERIOR. D F 2 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHARTI WINDOW SIZES DESIGN PRESSURE TAPCDN ANCHOR LOCATION INCHES CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAM85 24 x 12 4D 110 H.K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40. 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 1 40 H,K 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 HA 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 4G H,K A,B,F,G 72 x 48 40 40 H,K A,B,F.G 72 x 55 40 40 1 H,K B,C.D,F,G k? CENTRAL lli' V11. MA B.®.A.F. MANUFACTURER. NAME: MASTER FME#O 8 f11. u. i' i. IOD1 9. CmAI TL• CWI.WaA D 7506E•FA M 6If0II•tw— U TSA1 INSTALLATION DWG. MASONRY W/ ONE BY BUCK SERIES 1400 MODIFIED HORIZONTAL SLIDER WINDOW D.H CHKO u"Lr BB N/A DATE D.WO NAME e. 3/20/ 02 I GEN0027. Nan na4Aoo• m.-. v.nA.•Nr.. .., >urt ra .t•I-•.W nm p1a roc Ian 4I>*aw .. t—I 4If-6W4 SHEATHING CAULK EETWEEN FIN SHEATHING 2 X FRAMING BY OTHERSBYOTHERSHEATNGBYOTHER CAULK BETWEEN rI I' MIN 1/4" MAX' SHEATHING - FIN 9 SCREW 'NSTALATION A.NCH,OR (TYP:) EMBEDMENT 2 X FRAMING S5HIu.A8 REO'D SHIM SPACE SEf NOTESS) BY OTHERS EXICRICR FINSH BY OTHERS EY OTHERS FIN TYPE MAX WINDOW FRAME EMBEDMENT METER CAULK r1/4' SPACE JAMB BY OTHERBY SHIM 8 SCREW 1NST'ALATION F04 TYFE ANCHOR (TYP.) W/.NOCW H., AS REO"DFLAMEHEADERSEENOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIO PERIMETER CAULK HEIGHT EY OTHERS EX RI R FIN TYPE SECTION 2 TYPWINDOWFRAMESRl EOUALLY SPACE 6 MAX.( 6' uAx.(TYP) ANCHORS (TYP. V SILL STOOLSI OTHER JAMBS) BS) PERIMETER CAULK- t- 1/4 MA%. BT OTHER SHW SPACE SHIM AS REOD 98 SCREW (SEE NOTES) WINDOW \ INSTALATION \ ANCHOR (TYP.) 2 X FRAMING HEIGHT \\\\ BY OTHERSEXT\ F:NtS:ORF:N6 BY 0--IERS CAULK 'BETWEEN WINDOW FIN & LCSHEASINGSHEATHING BY C"HER I- MIN. EMBEDMENT 1 _ SECTION 1 GE' =Rt_ NOTES: 24' O.C. 1) S•L! AS REOD. ADJACENT TO EACH INSTALLATION ANCHOR MTH LOAD MAX.(TYP BEARING SKIM MAX. ALLOWABLE SHIM STACV TO BE 1/4•. 2) W:.00W FRAME MATERIAL ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARCJND EXTERIOR OF WNDOW FF.-E. 5) DaSS .THICKNESS MAY WARY PER THE REOUI-EMEvTS OF ASTM E1300 SnaE GLAZING IS SHOWN. INSULATING CLASS IS ALSO QUALIFIED. 6) DRAMNG APPLES TO INSTALLATION OF FIN FAANE .N^yN IN WOOD FRAME CPE.G WOOD STUDSWE'- TWO 8Y WSTUDS UN4 SNG 099 INDIAt:_S ^/8 SCREWS OF SUFFICIENT LE :i 'II PR-"WIDE MIN. 1' EMBEDMENT INTO SUESTRA.- Tj IF :<ACT WIN01W SIL IS NOT LISTED IN CHART. SE A\CHOR OUANUTY LISTED WITH N_% LARGER SIZE. ' 83 6E` RAL ALU-NUM-S 1180 SERIES HORIZONTAL S DER :S S+.OWN, TMS PRINT ALSD AF=.ES TOTl_ 1950-SULATING CLASS HCR.ZDIITAL SLIDER SERIES 0 2 0 0 ANCHOR (TYP.) WINDOW WIGHT ELEVATION VIEWED FROM EXTERIOR?'• =? F 03-ZacT COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART WINDOW SIZE DESIGN PRESSURE 18 SCREWS REOD. .099 NAILS REO . INCHES CAPACITY IN PSF - IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24.x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 1 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 1 2 3 3 1 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 CENTRAL Jl II ALFJU'llH1JLA A D. U• A.2 - 1MYANUFACTUR1ER NANE : vim MASTER FME qq d S•gFt y+ U.6 li i/ n rzvEA DATc 0" NUMeEw 03/11/02 GEN—I 7...777s7.y4 ly« _W4, H.. i l ike l DWG NO: GEN-0452 GA d INSTALLATION MULLION ANCHOR- ANCHOR MULLION TYP.) BRACKET ANCHOR BRACKET — CENTRAL F' L®FJDA B- 0 MANUFACTURER N • 0 WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A -A LJ EXTERIOR ELEVATION MULLION DIE NO. 1445 I I I I. v INSTALLATION FHE # o 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B- B ANCHOR TYP.) i SEE NOTES 2 & #3 a o v NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1.445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. DI IN MASONRY SCREW CONSTRUCTION, OFTTACHSUFFICSUFFICIENT TOOTO ACHIEVE E V11/4" 3MIN.•' DIA. CONCRETE 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. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS T'TLE FIN VERTICAL MULLION INSTALLATION DETAIL1445ALUMINUMTUBEMULLIONDIEN0. AREA _ _ _ _ ORN: JS APRVD _ _ _ _ DATE: 3/1 % /O2 WT/FT: - _ - SCALE: HALF • MATL: - . - DWG NO GEN-0452 t, y PREPARED Sr. .PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, nEATHROw, FLORIDA 32748 PHONE 407—BOS-0385 FAx 407-905-038e GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION EMULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125. 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "r 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 & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 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 622 515 486 466 465 465 38.375 331 262 241 219 203 203 50.625 279 220 200 180 164 162 54.625 211 192 172 156 153 55.625 268 158 143 127 112 108 63.000 204 72.000 153 11.7 106 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 'CHARTARE IN PSF PREPARED BY: PRODUCT8 APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL. PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 BOSM651 FAX 407 805.03Ei6 CA020122 FEB.19i 2002 02-0217 . GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 2 -000 36.000 48.000 53.125 73.000 1497 1497 1497 1497 1497 T 515 486 466 465 465 262 241 219 203 203' 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 APPUES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054M6 CA020123 FEB. 19, 2002 02-0217 MULLI, ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP.) . 6 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A -A MULLION DIE NO. 1446 INSTALLATION ANCHOR TYP.) v ° SEE NOTES a ° ' #2 & #3 1 I a o SUBSTRATE 1-7/8 FA A SECTION B-- B :a , B C!y'jT6JiY FLORIDAI$®®® r MANUFACTURER NANX EXTERIOR ELEVATION MASTER FILE # 5' NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. GENERAL ALUMINUM CORP. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" SIN VERTICAL MULLION INSTALLATION DETAILDIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1 4" MIN. TITLE: EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA. ---- DRN: APRVD: -- DATE' 3/1'/C= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD JS Dwc No- FP.AMING. WT/FT: , ---- SCALE: HALF MATL: ---- GE ==t PHONE 407-BOS-0365 FAX 4C7-pGS-03?3PREPAREDBY: PRODUCT TECHNOLOGY CORP.- 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 3274C MULLION ANCHOR BRACKET - v' DOOR VIDTH '1 /A• MAX. SHIM SPACE INSTALLATION AKCHiR SHIM AS RE•D'D iNSIALLRTICN ANC.'i)R TWO BY vppD i8 SCREW - iSEE•NOTES) iP SCREV 1-1/8 MIN. BY OTHERS _ TVp BY WOOD SHEATHING EMBEDMENT - BY OTHERS BY OTMEP.S CAULK BET-EEn DOOR :LANCE TWO BY WOOD SLIDING GLASS 1 SMEATMlNG BY OTHERS DOCR FRAME - CAULK BE7vEEM JAMB HOOK STRIP L SHEATHING SLIDING GLASS DOOR I / I . HOOK STRIP SHIM AS REp•0. f t/a• MAX. (SEE NOTES) SHIM SPACE rI ' INSTALLATION ANCHOR L1-1/8• HIM. i q as SCREW EMBEDMENT 1-1/8, M.N. J . IZEMBEDMENTTEMPEREDGLASS CAULK. BETWEEN . STUCCO (TYP.) DOR FLANGE OR SIDING 1, SHEATHING BY OTHERS SLIDING GLASS DOOR FRAME SHEATHING PERIMETER HEAD BY DINERS CAULK BY SHEATHING ' OTHERS PERIMETER By OTHERS CAULK BY TEMPERED GLASS OTHERS STUCCO, ETYPJ STUCCO OR SIDING TEMPERED OR SIDING HY OTHERS GLASS (TYP) BY DINERS SLIDING GLASS DOOR 1 INTERLOCK jC:o4, `Z 1' •ii. i... fi- DOOR ll;a! "EIGHT SECTION _B-B HOOK STRIP DETAIL LO 10,4 vDERS _ ... A N.tERIAL, ALwINw Aum wclrT2) O WSjr IN ICN SCREWS NUST TP Surnll"l LEMGTN TDTACMIIAEr tIL TorjrLEVOOOtAPCDN7TCINSTALLATIONCmaCDEMYANI-V" SIdfICICNt LENGTH TD ACNI[WE "IN. CNICprC"T Of 1-VA' INTO NASWIY DR CONCRETE. , 71 INSTALLATIDI ANCHOR CNART ON SAM Or THIS SHCS. ' USE SILICONIZED ACRYLIC CA{A.i ICMIMD DOOR FLANGE AT HEAD L JAMEXTERIORS1USESILICISOZLDACRYLICCAULKfORPfA1METCRSEALATHEAE[TDRIGR Cr DOOR•. lyi E[AC7 DOOR VZC IS NOT LISTED INANCHORCHANT,DSE ANCHOR pUAwiITTWITHnCXT SLIDING GLASS rtpPSRC.fCR iZC AUSE C =CCSICa1 S D ORST> rPF POC1[E7 Ot>O) SISESuSECLOSEST1»aSi DOW S12C L [OKwuW&WATIOI TO fWSHED OlCmING. DDT• PLACE INTTALVTIONANC1Qe2. IN FRONT 6 W= STRIP AS TMDWNFS[HLEL _ B p GLASS TMIC".CST M11T WARY PLR RDOu1RENENTS Or AST" Cl2M GLASS CMARTL1/ DOOR wtT IS APPROWED USING TCNPERCO GLASS W SINGLE 7A,AZEO OR INSULATING GLASS. 10) JAM/ /SILL CORNERS ARE TO EE SEALED WITH A SHALL JOINT SEAN SEALER D I 10) SKIM AS ILL I AT CA SET Or INSTALLATIDN AMC= NA[. ALLOW6E SHIM STAG TO BE I"" I l2) +tl 1"STALLATl01 •NCiVRS MUST K wDE Or CTROSiON RESISTANTPANEL 7IKS. J Ib WHERE •[• REPRESENTS "OWING IASCL AND -W REPRESENTS rU,ED >•AMEL AP RGVEO A CZWIGAATICM ARE AS LISTED ON ANCNmt Cw117 p I.C. Or tN15 SHEET. y ATICM LISTED AIOWE ARE SHOWN ON THIS DRAWING. rpvCvCR INSTALVt[ON4.• IQ N07 ALL CLWIGUR EXTERIOR E L E V A T I D y SECTIONS -A-A'. L HIM STRIP STALL APPLY TO INSTALLATION OF ALL YPROWDO EMBEDMENT COK 1—^T,G/ ES '"IS A t-I/l' Ml. PRpT AL'.O AM'rC` S TO rt lb FLORIDA EJ OERS' IOW SERISUDINC GLASS DOOR IS -MOWN 2 PANEL Da)R SHOWN 20D0 SERIES .0 7O[ SCREL EXTRUDERS V.REVS DESCRIPTION DATE ; INI F L P I D A LIBERALLYAPPITjN. l . INC. SANFDRII FL. CAL• LKINGENDER SILL OR Sr-, SILL.rN BED INSTALLATION ANCNCR I TTTM SLIDING GLASS DOOR OF C=NC<E7E J/16• DIA. TAPCDN ' INS IALL.^-. T IuN WITH * SCRE+'S I I a, VED BY: SECi _ON P.- I DP.ATRNBY: 53 pPP.O - Ft 1 2002 IDWG :fL -=21 Sh. CF rA ••- SC.-9'IM 8 SCREW INSTALLATION ANCHOR .CHART NOMINAL DOOR_ QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND DOOR SIZE LIP TO 46 PSF TO 61 PSF TO uP TO 46 PSF TO 61 PSF TO70PSF UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF CONFIGURATION 45 PSF EO PSF 70 PSF 45 PSF 60 PSF a a a068 xx, OX, xO a8 X 80 6 6 6 8 8 8 8. 8 8 a 4 4 4 5068 XX, Ox, XD 60 X 80 6 6 6 8 8 8 4 4 4 6068 XX, OX, xd 72 X 80 8 8 8 8 8 8 4 4 4 806E XX, 0X, XO 96 X 80 10 10 10 E B 8 a 4 a 10068 XX 0x XO I20 X 80 6 6 0 to 10 _ 5 5 5. 5080 XX, OX, xO 60 X 96, 6 8 8 10 10 IO 5 5 5 6080 XX, X' XO 72. X 96 8 l0 i0 10 10 10 5 5 5 8060 xx, DX, XO 96 X 96 10 10 10 1 10' 5 5 5 0090 xx Ox xn 120 X 96 ' 6 12. 12 12 6 6 6 50100 XX, Ox. XO 60 X 120 6 6 8 8 12 12 12 6 6 7 60100 XX, OX, xd I 72 X 120 8 12 12 12 . 6 7 8 0 xx X x 96 X 120 12 12 8 E 8 4 4 4 9068 OXO 109 1/8 X 80 12• 8 8 8 4 4 4 12068 OXO _ 145 1/8 X 80 14,. I 14 14 815068OXO1811/8 X 80 16-:: 16 16 10 l0 10 9080 Ox0 10 1/8 X 96 12 12 12 to g 12080 OXD 145 1/8 X .96 X 14 t4 14 t0 10 10 5 5 5 15080 OXp l81 1/8 96 12 12 12 5 7 8 90100 OXO 109 1/8 X 120 12 12 12 12 12 12 5 7 8 120100 OXO 145 1/8 X 120 4 4' 4 8 8 8 4 q 4 9068 XXX 106 5/8 X 80 12 ' 12 12 8 8 8 4 q 4 12068 XXX 142 5/8 X BO 14 14 14 8 8 9 4 q 4 1506E xxx 178 5/8 x 80 10 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 g 12080'Xxx 142 5/8 X 96 14 14 la 10 10 10 5. 5 150E0 XXX 178 5/8 X 96 6 6 1 12 1 6 7 8 90100 XXX 106 5/8 x 120, 12 12 12 12 12 1I2I 6 7 8 1 Xxx 142 5/8 X 126 a a e 8 8- .. 8 4 4 4 10068 OXXO 119 5/8 x 80 12 12 12 I 8 8 4 4 4 - 12068 OXXp 143 5/8 X 80 14 14 14 8 8 B 4 4 4 1606E Xx0 • 191 5/8 X 80 18 is 18 a 1 Xx 12080 xXO x b 143 5/8 X 96 12 la l2 14 12 14 0 10 10 I 5 g 5 5 5 16080 OxxO 191 5/8 X 96 t8 I8 t8 10 12 1 b 8 Oxxo Ic 12 I 1cOioO0100DxXOII14L12. 12 12 6 7 8 160100 GxXO 119l 5 8 X 120 lE tE 1S. 4 1 XXXX t /4 X b 12 12 12 14 I i 8 4 I q 4 1206E XXXX lal 1/4 X 80 118914 II 14 8' 6 8 4 q 4 1606E XXXX 1/a x 80 l6 16 1 I I 10080 XXXX lli 1/4 X b 12 I 12' 12 I I I 5 55 512080 XXXX 141 1/4 X 96 I Ia i la 14 10 tU ID 5 5 5 160E0 XxXx 199 1/4 X 96 I6 16 6 12 t2 12 7 c i00100 XXXX 11 1/4 X 12 l2 14 12 I12 I 12 e I7 8 P 120100XXXXIll1411/4 X k20 14 I14 I 2 t 7 t? Ot00 XXXX 189 1/4 X 120 15 16 19 NCHC: R NC. r= NINE v/T1;'G ='! v0=_ 3°JC< US. SAME ANC-dk N -' FLORIDA EXTRUDERS IN I. IN. $ANFORD. ''L• SLIDING GLASS DCGR INSTALLAiIdNvITH ^E SCRV-1S Bs 12/2I/et CiVi'_ i: a up 1i:.r tEY. 4f:i hi' i K 9 r COMERSiE OR SHIM AS PE'C•D INSTALLATION ANCHOR L j ' 1•IASONRY OPENING (SEE r4TES7 3/16• DIa TAPCON n QT CT'Y.EtS — ^— 1/4• NAK SX1X SPACEOR 1 1/A• MIN. CONC-r.:TE PE j CAULK BrTVEEN INSTALLATION ANCHOR - BY Niy OPENING 1 DOOR CLANGS R8 SCREW (TrP. WHERE EMEEDHENT BY OTHERS ) b VOO^. BUCK 7APCCDVS ARE NOT REO'D.) I'~ CAULK 3ETvEEN ONE BY WOOD WOODBL4K t PUCK by OTHERS ONE BY WOOD INSTALLATION ANCHOR CAULK -BETWEEN PERIHETCR BUCK BY OTHERS 3/16• LIA TAPCON WOOD BUCK L ERIK- BT. }IAS'Y. OPENING MAS•Y. OPENING OTHERS BY OTHERS 1 1/<• HIM. BY OTHERS EMBEDMENT SLIDING GLASS C CAULK BETWEEN STUCCO 4 DOOR FRAME CAULK BCTVEEN SLIDING GLASS DOOR HOOK STRIP t BY OTHZ-Rs I v SHAM HAIL _, JAMB G WOOD BUCK L HOOK STRIP' - WOOD BUCK V HAS-Y. OPENING Q C SHIM SPACE BY OTHERS SHIN, AS RED'D. R SEE NOTES) 1-1/' HIM. EHEEDMENT Q a 4 )NSTALISL 1A ANCHOR 3/16' Dla TAPEON _ TEHPERED GLASS p CAULK BETVEEN a OOR. FLANGEP INSTALLATION ANCHOR - t VOOD BUCK RB SCREW CIYP. WHERE \ ONE ITT' VOOD i TAPCONS ARE NOT REO•D.) SLIDING GLASS PERIMETER I d DOCIR FRAME CAULK BY BUCK BY OTHERS 1 NEAR OTHERS CONCRETE OR MASONRY OPENING STUCCO BY OTHERS BY OTHERS . y--- S.G.D. WIDTH U CO T - TEMPERED t.T p A7 7{7t` 'q7. JL B.O.I ..YP RED GLASS - GLASS (T YR) SECTION D„r X+l IJrLLSiI ; . SLIDING GLASS DCiCIR r • _A X r E42A •- INTLOCK HEIGHT MASTER FILE # HOOK STRIP DETAIL A 1) DOOR MATERIAL. ALUMINUM ALLOY 6-3- 2) TAPCON TYPE INSTALLATION ANRPOtS NUST !C Of SWFILIW LENGTH TO ACHIEVE HM CHSCDHCNT Or 1-V4• INTO MASONRY OR CONCRETE- S) ALTCRNATE IAPCDN INSTALLATION AHCHms FRONT TO BACK IN ALL rRAYE NCN)ERLA) TAPCON ANCHOR CwYT ON RACK or THIS DE - L USE SILICONZCD ACRYLIC CAULK 1CNI"D DOOM fLANGC AT HEAD t JAMDIYUSCSILICONIZCDACRYLICCAULKFORPERIMETERSEALAROUNDEXTERIOROr OWLJi7) R EXACT D OR SIZE IS NOT LISTED IN ANCHOR CHART• USE ANCHOR QUANTlTTLISTEDWITHNEXT LARGER SIZE. ruR THE APPROPRIATE DESION PRCSzuac RE7FORPOCKETDOORSIZESUSECLOSESTl"ASS DOORS[ZC L CpfIGRATION T0'(IWSH¢D OPC"1"4 LACE TAPCDNS. IN FRONT? )ODf STRIP AS SNOWNL GLASS TNICKHESS NAY WART PCX RCDUIREWNTS OrAST"E000 GLASS CHARTS101ALLFACTORYAPPLIEDHOLESNOTDESIc—TCD rOR TA CON ANCOt SHOULD RC FILLED WI7M KB SCRLVS SLIDING GLASS or SUrrICIENT LENGTH TO PROVIDE MIN. Sib• ENDS °ENT INTO vD DULL . DOOR rea,E 1U DOOR UNIT IS APPROVED USING TEMPERED CLASS IN SINGLE GLAZED OR INSULATING GLASS- SILL7 12)- JAND N SILL CORNERS ARE TO IN SCALED WitH A SMALL JOINT SEA" SEASON771SXl" AS RED'0. Al E. SET Of INSTALLATION AIEMORS MAK ALLDWARLC SHIN STACK TO u 1/4'. P I to ALL IRRt RELATION ANENORi .SI 1C "ROC O' CORROSION RESISTANT W.TE111ALS. 13> ALL I TA REPRESENTS OWING PANEL AND -jr REPRESENTS FIRED PANEL APPROVEDWHE• " A'' CDNf ICARATIONS ARE AS LISTED ON ANC )OR C)WRT ON RACK S THIS SHtCT. IU NOT ALL COWIGIRATIONS LISTED A10VE ARC SHOWN ON THIS DRAY H NDVCVCR INSTALLATION EXTERIOR ELCVATIDN SECTIONS 'A-A•,'B-1• L NOOK STRIP DETAIL APPLY TO 1KSTALLATION K ALL APPRDvCD 2 PANEL DOOR SHOWN CNSTALL An0+1. EMBEDMENT 17) INSTALL ON TAPCON M CACM PAIR 6 rACTORT APPLIED INSTALLATION HOLES uLLTS NOTED P d I-I/V MIN. ctmcR MSC ON ANENOR [NARY. SEC DACi O THIS SHEET. A A r A A - 1B) FLORIDA EXIRUDERS 1000 SERIES SLIDING GLASS DOOR IS S`DvK THIS PRINT ALSO APPLIES TO d A '{ 2000 SERIES AND 500 SCRIEL d A Y ° .. _ REVIDESCRIPTION DATEEINI EXTRUDERS LIBERALLY APPLY INSTALLATION ANEHpR . PIDA. INT. INC. SAr,FORDCAIS.RING UNDER SILLORSETSILLINBED3/16' D]a TAPCON DING GLASS D(](]R OF CONCRETE SECTION a -A I TALLAIlEfN WITH 7APCONS BB I APPROVED BY: 15rr.+L j 1 n.•eR`. 1(1 N7C /n,, Icr.H r. tiTC nu•r - rVnn :+) 9 1 IAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 61 PSF TO UP 70 46 PSF TO 61 PSF TO UP TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF ` 70 45 PSF 60 PSF 70 PSF 4068 XX, X. X0 48 X 80 3 3 3 4 4 4 3 3 3 4 4 4 5068 XY., OX, XO 60 X 80 3 3 3 4 4 4 4 4 4 3 4 5. 6068 xx, Ox. XO 72 X 80 4 4 4 4 3' 4 5 s068 xx, Ox, XO 96 X 8o 5 5 5 4' 4 3 4 5 10068 XX Ox XO 120 X 80 6 7O 4 5 a 5 15 4 4 5 6 5080 XX, X. 60 X 96 3, 3 3 5 5 t 5 a 5 6 6080 XX, Ox, In 72 X 96 4 4 4 5 5 5 4 6 6 8080 xx, OX, 96 X 96 5 5 5 5 5 5 a 6 6 ell x 120 x 96 6 A 7 6 6 6 5 6 7 x, XO 60 X 120 3 3 3 6 6 6 6 7 8 XX,x, XO 72 X 120 4 4 4 D1) x x 96 X 120 5 4 4 4 3 4 5 O 109 1/8 X 80 5 5 6 3 4 5 Xp 145 1/B X 80 7 17 9 cD2) 4 4 4 3 4 5 XO 181 1/8 X s0 8 y 4 4. 4 40 OXO 109 1/8 X 96 145 1/8 X 96 7 8 (D17 9'S 2)"'`+-5'='L I `'` 512080 15080 OXO 181 1/8 X 96 8 5 5 5 D1) 4. 6 fi 8 6 10 90100 OXO 109 1/8 x 120 5 5 6_;;, 6 ii:il 7t+ 7 (DI) 6 8 1201 )o OXO 145 1 /8 X 120 7 y 6 4 3 5 9068 XXX 106 5/8 x 80 5:r-.... 4 • 4 .e 12068 XXX 142 5/8 X 80 7 7 8 (DI) 4 15068 XXX 178 5/8 X 80 8 in e 1 5 a 6 6 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 5 512080XXX1425/8 X 96, 7 8 (Di) 9 (D2) 5 q 6 6 15080 xxx 178 5/9 X 96 8 cm) 5 5 I 8 10 90I00 xxx 706 /8 X 120 5 6 6 6 t 17 6 1 8 I 10 1poloo xxx 142 5/8 X I20 7 n 1n c 4 3 4 5 0xx0 119L/8 80 6 6 7 cD1> 4 4 5 Oxx0ZO6 143 80 7 7 8 CDI) 4 4 44 3 4 5 Oxx0 151 80 9 10 (DU 12 (D3) 4 4 4 b b XXU ti X 7b II b- 6 7 CD1 4 I 6 b 12080 OzxO 43 5/8 x 96 8 cD1> 9 tD2> 5 5 155 4 6 6 16080 OxxO 191 5/8 X 96 179 n y to O 5 5 jI I 101207I93(DD> 10 ( D7> i I 6 17 (DI) 6 8 10 160100 pxx0 191 58 x 120 0 (DI) 16 N6 Xxxx 4 X 6 6 4 4 4 1411072068XXXXXII82 ((Da) 3 4 5 16068 XXX 189 1/4 X 80 9 (DI) 10 (D2) 4 4 I I I I I112080XXXX - j 141 1/4 X 96 7 I 8,(DI) 9 (D2) I 9 I S 4 1 6 6 160s0 xxxx I 189 1/4 X 56 S cDl> 6 5 6 D1) 6 8 l0 100100 xxxx ill 1/4' X 120 6 Di) 6 6 i (DI) I 6I 8 10 20.00 xxxx JAI 1/4 x 7201189 7 e (D1). 10 (D3) 17 6 I b 7 CDl) 160100 XXXX 1/4 X 12D i0 (D'c) 13 (^5) 15 (D7) 1 l 1 C 2 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D- IN BOTH FACTORY APPLIED INSTALLATION HOLE. -Dl- THRU 'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS IW TAPCONS ARE REO'. 2) 'Di' MEANS, INSTALL TWO TAPCONS IN LINE SET -OF INSTALLATION HOLES. 3) -D2' MEANS, INSTALL TWO TAPCONSINTWOSETSOFINSTALLATIONHOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) 'Da' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) '1)5' MEANS, INSTALL TWO TAPCONS 1NFIVE. SETS OF INSTALLATION HOLES. 7) -D6- MEANS, INSTALL SEVEN IAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS INHEADLSILLSHOULDBEPRIORITIZED AS FOLLOWS: A. FIRST ADJACENT"TO INTERLOCK OR BUTT STILES IN HEAD S SILL. B. SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD L.SILL OTHER THAN AS LISTED IN A L B. OF10) LOJAM $S SHOULDDONALBEIPRIORITIZEDNASIN FOLLOWS': A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY. AT EACH END OF JAMBSNEARHEADLSILLCORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A L B. EXTRUDERSI_ O R I D A INT. INC. SANFORD. FL. Tfl- SLIDING CLASS DOOR TAPCON GLASS CHART i.c:,cicy ° R» BB "' O1/ls/01, ei :« CIVIL Lt. E' N.T.S. ° 4'4FLck]Dr Iii •t iLl Li: -Li s i GENERAL ALUMINUM CORPORATION VERTICAL MULLION .DESIGN LOAD CAPACITY CHART FLANGE VERTICAL S.H. SIZES ALUMINUM MULLION, DIE #1446 37.000 48.000 53.125 WDW. WTH. > 19.125 26.500 30.500 WDW. HGT. V 705 705 705 26.000 758 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 70 63 62 54.625 108 85 78 55.625 102 80 73 65 59 56 63.000 69 53 48 43 37 36 72.000 .45 31 27 . 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE READ WINDOW WIDTH AND HEIGHT IN INCHES HUNG AND PICTURE WINDOWS. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA7701V ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020035 SUITE 250 JAN: 11, 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-0365 / FAX 407 805-0366 44 f7 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD 'CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 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 & APPLICATION ENGINEERING, INC. 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 INSTALLATION ANCHOR TYP.) SEE NOTES -1 2 & #3 IV G 0 WINDOW v # 8 SELF .TAPPING ° FRAME SILL ° TYP.) SMS (TYP.) MULLI N ° ANCHOR BRACKET. v a v MULLION DIE NO. 1447 RURA " ' D v ACT N s MULLION DIE NO. 1447. ° NQR L L v v WINDOW v FRAME HEAD ( T, FILE 6 TYP.) SECTION B . B. DWG ND: GEN-0453 INSTALLATION ANCHOR TYP.) D 1-7/8' a SUBSTRATE v SECTION A — A 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, R PICTURE WINDOWS HEAD TO SILL. EXTERIOR WHEN USED TO MULL SINGLE HUNG AND 2) IN MASONRY CONSTRUCTION, ATTACH MULLION T SUBSTRATE 3/16' DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF .SUFFICIENT. LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT. INTO WOOD FRAMING. 4) MULLION ATTACHMENT 'IN SECTION B-B IS. TYP. AT .IAMBS. GENERAL ALUMINUM CORP.. CARROLLTON, TEXAS f.:;- •..: :'~. :IF TITLE, FIN HORIZONAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1447 AREA, DRr4 BB APRVDr -- DATE-3/17/02 EE E U A J `<<r, VT/FTr SCALE HALF MATL, _ _ _ _ DVG Na GEN-0453 PgpOUCT TECwALOGT CORP.. 230 INTERNATIONAL pX Y.. IQA7HROV. FLORIDA 32746 PHONE 407-905-0363 FAX 07-803-0766 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM k FIN HORIZ. MULLION MULL SPAN> WOW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r 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 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020040 HEATHROW, FLORIDA 32746 12 Jen-2002 PHONE 407 805-03651 FAX 407 805-0366 01-1201 Vs . .. owc No: 0450 MU LLI( ANCH( BP,ACKI WINDOW FRAME JAMB TYP.) STALLATION JCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MULLIUIN DIE NO., 1448 MULLION I II I DIE NO. 1448 I II I i It I I II I I II I II I INSTALLATION ANCHOR TYP.) SECTION A -A a 0 I a v I a o o °---- al __j— i SEE NOTES 2&#3 SUBSTRATE A A SECTION B - B LENTRAL FLORIDA Bo 0. A. F MANUFACTURER NAME E X T E R i 0 R ELEVATION ,.,i,,1 rt MASTER FUG # a NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. E N E R AL ALUMINUM CORP, 1448, WHEN USED TO MULL SINGLE HUNG _AND. OR PICTURE WINDOWS SIDE BY SIDE. CARROLLTON; TEXAS 2) IN MASONRY CONSTRUCTION, AT MULLION TO SUBSTRATE WITH 3/16" FIN VERTICAL MULLION INSTALLATION DETAi_ DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1 4" MIN. nILE: ALUMINUM TUBE MULLION; DIE N0. 1448 EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ---- pRN: JS APRVD: —_—_-%TE:3/17/E SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD wT/FT: SCALE: MAIL: ---_ Dwc ND: FRAMING. ---- HALF GEr:-r_.::o THROW. FLOR10A 327ad PHONE s07-E05-0365 Fax 407-S:S-O`F' PREPaP.EO 8r: PRODUCT TECHNOLOOr CORP., 250 INTERNATIONAL PKW.. HE GENERAL ALUMINUM CORPORATION FIN VERTICAL VERTICAL MULLION DESIGN LOAD CAPACITY CHART S,H, SIZES ALUMINUM MULLION, DIE #1448 18.000 24.000 30.000 36.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 379 36.000 506 427 390 379 379 44.000 319 262 231 215 208 208 48.000 283 213 1.86 171 160 160 60.000 129 102 87 78 68 66 d 36 34 72.0001 72 57 48 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 d APPUCAT10N ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020037 SUITE 250 JAN.11, 02 HEATHROW, FLORIDA 32748 01-1201 PHONE 407 805-03651 FAX 407. 806MM Tr 1 ,.: fir '• • (: v,r 1 ,:. at.f4 J ice, .i:. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL P.W. SIZES 30.000 43.000 56.000 63.000 72.000 88.000 WDW. WTH. > WOW. HGT. V 28.000 565 565 5fi5 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038 SUITE 250 JAN. 11. 02 HEATHROW, FLORIDA 32746 01-1201 PHONE 407 805-03651 FAX 407 805-0366 10 1. TESTED IN ACCCRDANCE WITH STAMARU BUILDING CODE, O•YPTER 17, TO A POSITIVE A/D NECA:IVE 37.5 PST. 2• DASI4 fEPRES[h VARIClS SECTION HEIONTS. 3. 1" SECT TON 7- HIGi DOOR SHOWN. 6- HION DOOM HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.612. 19.00 6 16.75 ARE AVAILABLE AND MAY BE USED IN COaINATION TO ACHIEVE VAR CAS HEIGHT DOOM. 5. D+B055}EM PATTERN OF 14.50 X 20.375 SfdN. ALTERNATE PATTERNS OF 12.50 X 43.375 AID 12.50 X 20.375 MAY BE USED. S. TORSICT4 SPRI CS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON 6' Hi OH DOORS ONLY. PANEL a. WINDCAN WAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTION IM,EDIATELY BELOW THE 70P SECTION. 2• X 6- WOOD JMe 2'- X 4' WOOD JAA9 OR EQUIVALENT N-405964-0001 1/4• MACC BOLT 5/16 X 1 3/4' 5' R£F LAC SCREW I ' DETAIL 'E' SCALE: 1-/6 WEATHERS W 104ESN 3 1 9. THE STRUT PLACD.£M ON DWRS CONSTRICTED WITH 5 OR AURE SECTIONS A4)ST BE naB R CONSISTENT WITH THE SASS THE S'•T FOR THE ADDITIONAL INTE TITER 3FILE RI HESECTIONSAREf0BEPLACEDASSHOWNONTHE THiiD SECTIOIh. LACE W 10. THE STRUT PLACD•£M DMOIStON ON ALL SECTIONS LESS tk'N 20.512' RECI CED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT !N 20.612'• 11. SCREW P/N 605911-0001 IS A 1/4' DIA X 5/6' LONG TYPE AB HEX MEAD kETAL SCREW 12. POST 10 BE INSTALLED DAY VHEN HIGH WIND WARNINGS ISSUED. .. 13. STRUT PLACpiNTS CAN VARY 0-. - 14. CLOMITY FOR LOCKS CAN 13E 0, 1, CR-2. TRACK END HINGE 4 2 093 000 I VIEW ' D-D' t /9• DSB 2' TRACK - 049 THK (VERTICAL.) I SECTION "C-C" 2' X 6' HOOD JA9 2+ X 4' WOW JMS 'D' SCALE: 1/2 OR ECIJIVALW. ' Ti• COUNTER TRACKBCOUNTERBALANCE OPTIONAL SPLICE IN HORZONTAL TRACK AT 407605-OOD4, TOP OF RADIUS TYP 2 PLCS 404528-0003 D• _ TYP 2 PLCS I 5.00 36.00 , AE% B' 405771-0001 OPTIONAL WINDOW,DETAIL SCALE:3/32 STANDARD TRACK DETAIL FM 16 404626-0003 SCALE: t/16' 1' 16•-0- VAX. WIDTH - SCALE: 1/ta' r SERIES 280 This! 289 ARE E= VALENT CONSTRLCTION 250A STEEL INTERIOR ELEVATION SERIES 180 ARE. SAW CQNSTRLCha4 AS SERIES 280 ONLY 24CA STEEL AAA END CAPS ' DOOM TESTED WAS 261 SERIES. DOOR NIQTH CIINTER $T 1'LE END STILE ROLLER 9•MFT STRUTS/$CT. RGLIER yERTICAL6AOE JAA6IQAD HV.JiONARE9PERFLMT> 16' 3 SINALE I TES 2• X 7/16• 1.049• 100 STD.. 1 716' THIC. SECTI9N 'A -A' SCALE: 1/4 0616D1-D000 4 DESIGN LOAD 25 PSF ± zt.a6 I TEST LOAD c7 -o• s,DWTN 37.5 PSF ± a -D1 44X. HEI GMT 21.571 4 LA Hl 4 0575 OR w/ 18 x O4• SCREW 6.04 4.00-- P/N 402325-0001 PLATE.HASP 2 7/16 t32 O 070 MtN P/N 401199-0001, TOP FIXTLRE 0575REEF T I.J. 6.00 L-5.00--- P/N 409331-0001 PLATE.- FLOOR PCIST-Af,'SMT... SHOWING FLOOR PLATE P/N 409328-Xf00F POST ASSY, VERTICAL ATTACH TO DOOR WITH 4SKEWSP/N 605911-0001 2 11/32' 091 MIN-+- 0 to- 39/16'O O 2 7/16- PM 4p5771-XXXX t30T. FIXTURE i0R . 180/280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 2 9/32 yw. 070 MIN OLJO 3 3/te O O o-00P/ N 407603-0001. CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 j+ 2.785- _-156 DIA .. 3. 00- .375 DIA P/ N 606069-0001 PIN HEAD 1/ 8N:25 _[—LENGTH . DOOR WIDTH 1 7%8 — 5/ 5/5MIN TFK P/ N 400650-)OOCX• ROLLED HS-X STRUT PART M-MBER IN.TIic STRUT 00650- 0001. .O 400650- 0004 .020 Hfi-0 0 o O 2T1F /q18• 0 _ O J 4 5/8• . I 0 0 0 PM 061601-0000, SLIDE LOCK ASSY L.- .•-- 1 3/4• 1-4 3/8•1 1 3/4'--" 2 9/32 2' H O 070AIIN+ . J. O 104 mlN_ - 0 033116- 0 PM 405964 k 046450, BRACKET. SCAB PM t05964-0002. EFtACCET, SCAB JOINT f o o PART. N. ABER L' PiN 407605-) OCOC. END. HINGE 405984-0001 3-114 O48450-0003 4' RES10. STEELDOORSPMTHIAM( r 9r SCAB BRACKET DETA I C S 407US-OM554o76no00a w7eas-0oo4 407009-0005 1. 10 1.as 1.00 4.56—{ I ATTACH TO DOCK WITH T q!+ g+ PPrr 1..80RANIEC/^^••• CCL -ti p G g F '"G6 d 4 SCREWSP/N 605911-0001 1_ T - 44. .44 P/N 404828-0003 ROLLER ASSY, TR-1 TR-1 ROLLER LOAD: 50 LOS. MAX. 8:25 yr.—.167 Y.T 2. 501 F. . f0 4. 00 0 25 '0 i = 7====== im T .375 DIA 4 HOLES PIN408879-0001 LILAC P/N 408876-0001 SLPPCRT PLATE s m araarw• 44rao mrva,aimaws w rear[ R09 qMKII( ON0f4 C ® awpr,w ali0• i 1-0001 DO 9=0001(SELF- DRILLINGI".' • .'•:' / %' SECTION 'G-G' STEEL STIiJTB Gam' 18, WIDE'DOORS) ' wm a a• mrr WA r 0• a 2L0 k 180 WIDra•y iH aLDIR 3io409335 WVIOFAW 91iuA'a 02/ 19Aye a• ua+ craM s r7m,a EACH,c4ww • DAVID FA1IT 02A19A>?8 3/ :1 asn 2 FJAdi It A Au aa" •• --- MANIUFACTURER N o ma • THERMA o TRU cLASSIC0T9AFPINS'WWG"siNGLEMIDMOLE W wx)UT SIDHliFB. 11,MILATEOFBEROL&W DOOR VKTH WOOD FRAM GENERAL NOTES . 1. T14S PRODUCT IS DESIGNED M MEET THE 50UTH FLORIDA BUILDING CODE 1994 EDITION FOR ML41AI-OADE COUNTY. Z WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIV..-M PRESSURE RATING SEE TABLE PAGE I- S.. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MAM1-DARE COUNTY. o. MIASI.I-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7_ SIDELITES ARE AN OPTION AND CAN BE USED IN A kv SMCLE OR DOUBLE CONFIGURATION. Iteets " Panel; Fiberglass skin 0.127' minimum thickness. Fy( min) 6.000 psi heefsSideTde: Fiberglass skin 0.070" minimum thickness, with yield strength F (min.)-6,000, psi taj= Polyurethane foam Core, withl.9 IBs. density by BASF. The = 1 skin is constructed from a 0.127' thk. sheet vrr a , C). 77ie interior crAy is tilted with 1.9 gm density I14SF amfovm. TIe pond face sheet am gkred to thewood sties, and roV& i and hinge dies ore LVL or I %. The etch stile which is 1.4 26( x4.09 '.. hclh rh$ dorLaned. The top aid bottom rd are d v wood exhuded mdeil' outnk doorapp6cvfiontheinvclnedoorisfeltedwi0+ an vk anrwev nrinavof606D- T6 alloy. MThe frame js constructed from Finger jointed wide xI.25 uwm The header a pined to the ice ih (3 Z 5 PFTi5awws d soch side The threshdd a joined to One bs 2Sx2SPFHScrewsdeachside. The =16ora arc secured n o app6calion using 6 x 2" bnv PFH Wood Scan (6) screws Pm 6m. The urns use an khwing WedioM awan"9 5.75 x 1.546' y SKLpLine - M site is 21.656' wide x 58.093 securedb xiSlongTekSinews. The Manes one sided with ahk— Dow 795) to aide6te panel and to the gloss. SWC Tip Life with yield tfie gth Fy(min 6.2W Psid PVCUP Lilo d stragth =(,--2. 145 psi - GA size is 9Z wide x 6585 high woured IS x 1.75' 7'}dGps Pon Head Sinews. The fromes are -I I with skone Dow 795) toriddlepanelandtothegloss. Integral Fkah Owed - lie pzh tr I tordd Nea4sheetsnScone9briV cwrporxd (Dow 795X TABLE OF CONTENT' S - J ISHM #I DESCRIPTION 35.75" MAX. oANEL WIDTH 105. 5' MAX. OVERALL FRAME WIDTH 36.625" MAX. 15.5" MAX. rPANEL WIDTH FRAME WIDTH WIASTRAGAL 2 1 f869' e l869' MAX. D.LO. MAX. D.L. WIFt WIDTH 7, b n IKACIDE SEEDETAIL A' SHEET 3 Ib tTa 2 O 14: B69" Ci MAX X D. LO. qzWIDTHapC 13. 935 SIDELIT£ WIDTH 7. 125" MAX. D.LO. WIDTH UP UTE 7.0 MAX: D.LO. WIDTH INTEGRAL UT1 O so co O DO 2 I 8SOto t >n 3OLU 3 CO t0 CL J yW(r r aoOBE 15.5' MAX, i= W c 2 o: W(a G . FRAME WIDTH o y 13.938' MAX. a a SIDELITE WIDTH m 7.125' MAX- D.LO. WIDTH UP LITE 7.0' MAX D.L.O. WIDTH INTERGRAL LJT_ U aoNSULTAHM 813. 684.3831 ace 11 8 s^•'r. NTS wc. er WLN aaL tin RW vw.nwc No.: 5-2164 Darr 1 or 8_ — 13 16 16 17 2 17 — 6 4 20 _ W 34 U pp 42 ry y a ... q...0 2 ti in 1.68- MIN. 00 0° O 0 0 - PANEL TH 7 K p p = - 6 SEE GLAZING pETNLS a 48 p EXIEB[OB SHEET 8) JNTERIO id 28 a . o INTERIOR - e, 49 2.141 ' ci I1II - 1' MIN. v1°i n i.691 1 1GLASSTHKO 1 S2 p o T 29 N 1 ui O o m n ado . _O 42 — P 1.68 MIN. b'••• 1 0 0 0 o .. PANEL iHK - O.y_O. 5 O° O WImINSNG SIDELIIE 31 n 14 - 56 BOTTOM BOO7 0.09" EXTRUDED VINYL WALL oLLI ct Lv 0 00 000 ILL CpVQ l[ W) LLI a00 60 a 813.654-3931 M. 1 1 /8/01 AM NTS rc. By: WLN IK. V* RW N;r No- S-2164 rrr 2 OF I EXTERIOR 13 a" r r. INTERIOR BOLT 8,0" LG. TOP do BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM - 7. I ['ROCS SECTION 3 0 ASTRAGAL 1.15' MIN. EMS. MAX_ SHIMr25" 15" MIN. C-SINK Y EXTERI Y z 12 -' 1 49 a EXTERIQ 15" MIN. C-SINK XT RI O> 0. 00 tY CV o 00 0: 6 0-. o a N O ooq0: TSEE4NOTE mppz Sn U Wto Y 1dXWO W - 3Q 53 THIS SHEET ^ a Lu cD a 1 do 2 THIS SHEET OPTIONAL ADDITION OF SURFACE BOLT Z 3 Oin h F? QzM2OmNNO0Danow J R) c. W _ V C vawz 12 _a Wovzi h v 0 O°O O0 O 0 O 0 00. o 0 0 e000e• o "r_ _ d` o a 000 0 1 RI Y 4 36 12 a z 0 6 z 28 3 SEE NOTE z 3 3 6 9 70 9 SHT_4 r c t:j _ za 34 %sunnim 3 SEE NOTE u cl ^ a ca WLTAWM 9 SHT.4 (n 813.684.3831 16 17 34 INTERIOR 2 3 O MUWON am- 1 8/01 - 1( NW 3 H I NT R TIN 1. THE SURFACE BOLTS ARE AN OP71ON ON THE ACTIVE DOORNOTES1" f(R lv4}j i :i A o py, LN HIGH PRESSURE RATING. TO ACHIEVE A r 1 ; ` 11[ j; j cm By. RW 3 ® SIDELITE TO BUCK 2, THE SURFACE BOLT STRIKE ARE LOCATED AT THE TOP AND BOTTOM ems, THE SIDELFFE CROSS SECTION OF THE ACTIVE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE 1 r T.,f !; 'Lj°G'« No THE STRIKES FOR EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD i (7--;1' 5-21641i > a.4 ;j a WITH (2 8 x 2.5" PFH WS. -_3- 3. THE SVU F CE BOLTS WERE ATTACHED TO THE ACTIVE PANEL 1.1• --' L ' WITH (4) 10-24 SEX BOLTS. — .- 1V..... i J 13 v J 38 25' MAX. SHIM SPACE INTERIO a:.0 X z iE 1 48 28 y cco 1 18 4 LATCH JAMB TO BUCK, NOTES: 1. THE SIDELITE SASH. FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED CLASS. THE CLASS LS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). Z SPACING FOR 18 x 1' PANHEAD SCREWATTACHINGTHEASTRAGALTOTHELNACTNE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3', 57, 18.25. 54.0', 77.0' 90.257, 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 SIDE5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) A x 2' PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0', 23.0.', 40.0, 57.0 ; 74.0' do 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. S. SPACING FOR 18 x 2' SCREW SECURINGTHEMULLIONSTOGETHER.IS THE SAME 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 ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITEAT THE MULLION USE 110 x 1 3/4' SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 318_ QUARTER ROUND MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1' x 0.04' DIA. WIRE BRADS AT 2' FROM EACH END A MAX. OF 12" O.C. SEE NOTE 5 SHT. 4 SEE NOTE 1 SHT.4 0W 0 0 \ o O o 000 vz clo Lu z 34N ^ i SHT. 5 SEE NOTE 2 4 HINGE JAMB TO BUCK, 4 NOTE 6 EXTERIO co 6 Q 1 37 p 7 SHT. 4 SEE NOTE 25' MAX - SHIM SPACE WMEMI Wla,wlldl mi -, 3 H R NT 'R TI 4 ® STRIKE JAMB TO SIDEL-416 r 813.684.3831 NTS eY WO er RW wo w l- S-2164 r 4 ov_ a A CENTUAL NANUFACTM- SEE DETAIL "Ir 6" 66 3 3• N 3 66^ m 6" ' 3' - { 3" 3" 3 f" 3' 1 11 I_f 1 1 13 I_I 1I' I 13 TYR 13 SEE DETAIL SEE DETAIL h SEE NOTE 7- .E. TYP H 3 SIiT. 5 - N O ZaW O O w 1e 8 ON O O W O O O Hco Q it 00 SEE DETAIL C TYR nm pa boo z 1 13 TYP. SEE DETAIL TYP, pt In evi . .HB. B. 1 SEE - 51 - 6' ADETAIL A' S1 51 A. - 51 • .0. - tom 51 rt tt 9 tt t TYP• It It -T 6- 8" 6 6' 33 6' 6' DRILL THROUGH FOR SEE DETAIL ' 11" A 0.357' BOLT DEEP ENOUGH FOR A 2" SINrl E DOOR o BOLT THROWDOUi F DOOR W/SIDEUI S NOM USE ITEM113A 18 x 2 112' PFH WOOD SCREW TO z ATTACH THE STRIKE AND DEADBOLT PLATES TO THE JAMB OR ASTRAGAL THE MULLED ou"" e o APPUCATIO- N WWfTHHTr INTHE USE REM 143 A 18 t i 1S 813,61;4. 3831 c 2' PFH M/000 SCREW O O SURFACE BOLT ATTACH THE STRIKE ws 11 8 01 STRIKE PLATE PLATE TO THE THRESHOLD rnE N.T.S. 10 13 W12 110 x 2 112' Dm a: WLN D - PFH WOOD SCREWS CW. er: RW ASTRAGAL STRIKE PLATE DETAIL "H' ORAWM rn.. 10 k OPTIONAL SURFACE ASTRAGAL THROW BOLTS 5-2164 BOLT STRIKE PLATE DETAIL "F' DETAIL ' G" AT THE THRESHOLD _ sm 5 OF 8 so ai SEE JDETAIL D" 1 SEE NOTE 3 SHT. 5 In J a r, In SEE DETAIL J' 6' 6 3 6. 6. 3" 3- r i ' f-I t 3 3. SEE DETAIL C. ". SEE DETAIL "F" 6. 6' 6" 3`-'{ 3' 3. 3' I 1 1 1 13 1_I TYP. DETAIL / SEE AIL SEE DETAIL A' rl 51 ' fI t TYp 3" -i 3'T 3' 3- 3 3' 6' 6 66' 6' SEE DETAIL 'H' SEE DETAIL 'K' Ol1Rl F DOOR rwcl c pOOR W/SIDELf(ES 0 0 ATTACH THE STRIKE 0 SURFTTACTE/ jBO1LTT j n\ PLATE TO THE THRESHOLD STRIKEPLATEU 1 11 ll4t 111a LC111 D' >J L - SCREWS DET91L 1 OPTIONAL SURFACE 0 IL "K' BOLT STRIKE PLATE y >1.TUAC T j n I _R NA OPTNAL LTSTRIKERPLATEE ll'•: y ;air •~I silI'1 L''L° #L> 1 O> of N O a0 to In R !E C6 8:5w NQ00 3-' MI— ui NwIto00 _ a 00 N v JZji 2 lV Z J p W ZO Ndui N 1 lz In Ja: glsy a 813. 654-3831 T- 11 8/O1 um N.T.S. G. er: WLN PL Err. RW AMC No: 5- 2164 asr 5 or f LL1 A W' l- I..W. OAK CAA 1 1 qo w. O y BOTTOM RAn. WOOD COMPOSTS Y" HI'c Of1F Cffl F 4 CORE MATERAL: LA OR LSLALTERNATECOREMATERIAL: PONDEROSA. RADKTA. PULAI. ELUOTM. TAEDA OR SUGARPINE, DOUGLAS OR WHITE FIR CEDAR. INCENSE CEDAR OR REDWOOD. DRILL THROUGH FOR THROUGH FOR L 3W DLL46 ASTRAGAL A %8 PFH WOOD RETAINER BOLTS SCREW 2 PLCS IDD BLit n wRse* crRIKE PLATE 1.50 O7 TOP RAIL WDOD COAtPOAtE 4-----1.531'--i SIOF' RF BLAB' SroE c71 FF 36 FINGER JOvVm pONDEROSA PINE r 1.077•-{ l_LL11J 42 anF'!rtF TOP h BOTTOM RAn.. FINGER JOINTED PONDEROSA PINE MREACE ROI T (IVES. 95' 4TFE1) ATTACH TO DOOR USING 110 . 1 1/4' F.H. SHEET METAL SCREWS PROVIDED RETAINER 24 w.unlA_4. BER n WR68i UMIh:XM LOST' WA• t TYP-) 2.116' il IA i' --4 28 Iy'CN ED OPEN LTF cucFRAME EXTRUDED SMC 92' i7e• 4.Jb Tn N 0 2 WOOD FRAME r 5:75' RN""N[ cAnOlF THRESHOLD SUBSTRATE EXTENDER: 6063-T5 ALUM..045' MIN. WALLRIED .. VITHRESHOID.P.OBO' MGM. W LPINECEDAR OR POPLAR L820' o O. OI 14 VVM .080' MAX WALL..035" MIN. WALL N • 1f1 m . 175' —f O M Trf1NL: REACH O ['riMPRESSION WFAllNE85'IBIE A[TR4 • RETA!"ER BOLTIONWEATHEiLSTRLPBYTHERMARimMATERIAL' C/RF0A4CE/ I CORE FOAM CELL CORE W/ANN. JACKET h YELLOW CHROMATEWMNYLJACKET 2875' O F= O 1 y /ig V N Y M STRIKE (195' STET-!) ATTACH TO SILL USING ws x 1F.H. SHEEP METAL SCREWS PROVIDEDDED WITH BOLT. tA- o% Lij N Cl DJ 0 N 010 m Z O n Cal S Lijm0 0 3Q0 wloo 12 r 513.684.3831 tvac 11 /8 01 waE NTS TyTTTjjjjT'11 R. jp{ ww. eT: VILN Q Of S-2164 R N 7 of E 453" GLASS BITE EXTERIOR O. °O o INTERIOR z 6 eza 0.5" GLASS BITE — O O o O % 0OOO O O O O 1/2" STEEL INTERCEPT SPACER l/4"" INSULATED TEMP rl a ING DETAIL SHOW CI ASSIC CRAFT" INTTGE SIDELITES ONLY) Y TEMPERED OLLJ t g .GLASS O 00 Co 1/4. AIR a i ° SPACEg43 Q2 Z O n01/8" DECORATIVE L+J UJO oGLASS 1/4" AIR 3 STEEL SPACE INTERCEPT 1/8" TEMPERED W G aGLASS 1" INSULATED TEMPERED GI ASS cl mING DETAIL SHOWN WI cI A«IC CRAFT" SMC LITE FRAME_ REQUIRED FOR DOOR PANELS) Z 453" GLASS BITE O N< 2 N f 3 a ms c go 1/8" ANNEALED dGLASSK 25" AIR O. ID SPACE aoA. p m1/8" ANNEALED INTERIOR 5 GLASS 3 .25" STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 5" INSULATED GLASS W/ PVC LITE FRAME GI AZING DETAIL SIDELITES ONLY) 0625" THICK DOW 795 w GLAZING COMPOUND oLFI---r 1/8" TEMPERED GLASS i 1/2" AIR SPACE eunnwc 1/8" TEMPERED cor+Rarwns. Z Y GLASS DO®o NWd' { jJ® owc er VVLN 3 8L WG iNA3M5-2164 as En RW Dwm w: A j 1 1J1tj m --- MASTER FILE farm +v FlBERGA ss1F =6 3 MEAQCK RV 1,41' 4 YL CR & OK 1.46- x 1.4 3 NOT USED 6 ETHANE FOAM BASF. 1.91bs. DENSITY FOAM 7 SHORT RE1CI1 COYpNE3510N WEATHER50P THERMA-TRU FOAM 8 LONG REACH COMPRESSION WFATHERSIMP -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4" LG. PFH WOOD SCREW a to F mne STEEL 11 10 x 1 LG. PF14 WOOD SCREW STEEL 1 NOT USED STEEL 13 8 x 1/2 " LG. Pf14 WOOD SCREW 14 NOT USED 13 NOT USED WOOD16ZxINNERWOODTESTBUCK 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD ERAIA-TRU ALU W00 OD 20 HEADER 4SG5 x 1.1 TRU PONDEROSA PINE 1 NOT USED iNIM JAYS 4565" x 1.1 TRU PONDEROSA PINE WOOD 23 KWIKsET TITAN 700 SERIES DEADBOLT4ASTRAGALWIND' dj II WR68T .OSZ WALL ALUM.G60--T6 5 GLAZING. 1 2 INSULATED TEMPERED GLASS LASS 26 NOT USED 27 x 1 LG. PANHEAD SHEET METAL SCREW STEEL Z8 PLASTICLP UTE FRAM SyC IHERWk-TRU STEmc 29 mfn a 6200F om MU x1dT F1 1HRW 50M. MAW LK 4A" tMAIU ZUT STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 D4l WIRE BRADS STEELSTEEL 34 3$ 3 8 COVE MOLDING BLANK 4W 4.M x 1.1 -TRU. PONDEROSA PVE WDO 36 SUt1RE SUE STILE TRU. 1S4 x . P Pm WOOD 37 io 10 x 1 3 4 LG. PFH WOOD SCREW STEEL 38 Lam .WB 4565 x D PLXr0ow FWUM. WOOD 39 HIGH WATER DAM THRESHOLD 40 SILICONE CAULK SILICONE 41 NOT USED WOOD429! ff 7 P & RIM K na 1 : R1r08m 43 8 x 2 LG. PFH WOOD SCREW Sill 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL U TCM wfih yield F mwL = 4.674 PSi 46478X1-3 4 PPH SCREW FOR I E.M 28 ESL48GLAZING. 1 INSULATED TEMPERED GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS CLASS 50 CC WTT011 RAIL (130' x 883' IFaTiW-TRU M00D I LMP09fl 51 1 TA = AWWRNC E1(b 1.15 LK LC STEAL STEEL52316LIPC0I1ANOVRMCF1CD. ZS L4K t!~ Z Ld N592- 8.0" o ` 14 OV)OaoTILOM TQtyjto ASTRAGAL RETAINERBOLT N `! = O oMATERIAL: C/R ROD ZINC 1? 3 Qm YELLOW CHROMATE ul to 179" a= LONG REACH COMPRESSION WEATHEROFff F- FOAM CELL CORE W/VINYL JACKET r--3 1 Jv12JZ e ti0 4J 01 DRILL TRU FOR A J8 PFH WOO a ^ O j pRILL TRU FOR Q! m SCREW 2PLC5 357" OlA ASTRAGAL d `a RETAINER BOLTSCCI ? WINDJAMBER II WR66T STRIKE PLATE O7 .35" co f COMPRESSION WEATHERSTRIP BY THERMA-TRU 1 " RETAINER BOLT FOAM CELL CORE W/VINYL JACKET in MRAL nOMA Be O.A.F. a MAN Ul' AC 1 URER NAME e . N 0Z 1.767" --i MASTER VS- gWINDJAMBER II WR68T ASTRAGAL (ALUMINUM .052" WALL TYP.) MANUFACTURE T ERMA oTRU CLASSIC CRAFT" OUTSWINO"S MIGILE AND DOUBLE W4 WIOUT SIDEUI'ES. INSULATED FIBERM SS DOOR WITH WOOD FRAMES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH, FLORIDA BUILDING CODE 1994 EDITION FOR M"i-DARE COUNTY- 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TOTRANSFERLOADSTOTHESTRUCTURE 3. PRODUCT ANCHORS SHALL BE AS USTED AND SPACED AS SHOWN SHALL BENDETAILS. ANCHOR BEYONDWALLDRESSINGEDMENT TO E MATERIAL G OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. CCOUtm PRODUCT WI HCTHEUSE OFiE WATER THE HIGH DW BIREMENTS FOR ADE UAIP THRESHOLD SEE TH DESIGN PRESSURE CHART BELOW, 6. MIAMI- DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRE 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. INSUtA to all r a IR n r ace sees or one : h erg ass (SMC) skin 0.105 min. thk., idelite Sheet: 0.07 mnn. thk. with yield strength Fc Sin.)b6,O FPsi r , Polyurethane foam core, withl.9 lbs. d Y Y Ponel onstruclion: The panel skin is cct onstrued from o0.095" thL sheet moTdmg compound-(SAIC). The interior cavity is filled with 1.9 f. density BASF pelyurethorre foom Thepanelfacesheetsaregluedtotlx, wood .03sta. and 7 The latch andhingesidesoreLYLorISLThelatchstileOleh64.03 X 1.47 6 the Bichreinforcement. The toopp and bottom nail are of o wood mate!unuionuL In thedoubkdoorapplicationtheinocti,e door is fitted. with an dm astrogot or 6D60- T6 alloy Frame Con truction_: The frame 6 constructed from finger jointed. prase mrosu wide x 1.17' thick The header 6 joined to the side Jam r ch ( 3 /8 x 25' Philips Fk+ad W Screws The threshold d 4 /pined tosidejambswith (21 lfigo. IW, c2 rrn x 2king. P . each side. The mudfions are secured together in a sidelite application using /8 2" long PFHWoadScrew (6) screws ppeer each_ rr dGorL The units uses an outs" Bump thresholdmeasuringCPSx . secured r h SAIC lip Lite - LTA sue 6 275" wide x 50.19' high r x 1. 75Phillips Pon Head Screws. The (rdme am amkd with dficone caulking (Dow 795) to siddife panel and to the glass TUC Sldek a Glazing: SMClipUtewiththeyieldstrengthFY(min.)= 62DO psi d: x 55.5 5" Lip LTe withthe yield Fy(min.)= 4,674 psi- AA sizee: 9.85 wide x I35.8 wide secured r 16 8 1.75' Phillips Pon Head Screws Ifni from sealed With silicone caulking (Dow 795) to side6te pond and la ftie III=Integral Glazed - The siddite sash face ponds are molded to receive the insulated Glass. The Blass 6 attached totheside6tetotesheetswithsTaanegluingcompound (Dar 795) I- TABLE OF CONTENTS SHEET ! I DESCRIPTION 105. 5" MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH W/ASTRAGAL . J V v ! Jv n" n 2 24.5" ci izMAMAX. X D.L. O. M w = cza If(TYP.) rn = e ! 0 O Er J 0 o ! CS O X X N in ! n. a, n o 0 1 DOUBLE W/SIDFI ffES OU SINGI F OLITSWNG UNIT OPTION 11 W/ SURF 74.5" MAX. OVERALL FRAME WIDTH SEE DETAIL NI MODELS 36.625' MAX. A PANEL WIDTH FROM INTERIOR 77'' I W ASTRAGAL j J I W w 24. 5" x MAX. X ws O.L.O. x Z !. (TYP.) o 1 In X q o a w - INAC SINGLE y DOOU13LE OUTSWING LINfT OPTION It W/ SURFACE BOLTS DESIGN PRESSURE RATING OPTION I W/OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WITH SURACE BOLTS h + 70.0 PSF -70.0 PSF OPTION 11 WINOJAMBER ItASTRAGALSHT. 68.5" MAX. OVERALL WIDTH D. I r- D. LO. 15.5" MAX. FRAME WIDTH 73.9375" MAX. WIDTH 7.125' MAX. D. L.O. WIDTH LIP LITE 7. 0' MAX. D. L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELITES) 15.5' MAX. FRAME WIDTH 13.9375' MAX. WIDTH 7.125" MAX. D. L.O. WIDTH LIP LITE 7. 0" MAX. D. LO. WIDTH INTEGRAL LATE TYP. FOR BOTH SIDELITES) F' lY N VC, 0 a = r` CCZOO 50nn ow a00Wco V W BUILahNC NSULTANn, INC 813.684. 3831 n 11/05/01 uL N.T.S. - c. x. has: RW w.. Nc No. S- 2161 rEr 1 OF 9 PANEL THK- 0 SEE GLAZING DETAILS INTERIO cd XTERIOR z a I ul I ai B 15, iy in 8 In 75 1.66' MIN. PANEL THK 0 SEE GLAZING DETAILS INTERIO 7" YMMCA :RM SECacw HIGH DAM V OUrSMNC DOOR PANELW/LOW PROFILE THRESHOLD SEE DESIGN PRESSURE TABLE) CENTRAL 70 7. Z aS 7 vxi Jlz± MIN. PANEL THK. w SEE GLAZING DETAILS Sp to L'J co 16 co V)— 17 IL 0 -T a: z: o0 tn 2 s0 WCLJ O 0SEENOTESHT.4 130 at 42 00LU IL tn a:o co 49 O 42 34 33 SEE NOTE9SHr. 4 SS SECTION YcUrBUILDING 2 OU_TSMNS6_.-If)gfrE PANELTHECROSSSECTIONIS CONWLTANTS, PC SHOWN W/THE 'CLASSIC 813.w-wl CRAFT' njj-%i GLAZED & -3/4 GLASS DKTf-- 11/5/01 SrAM NTS 2 LN F'W S —!m2:, 6, OF 9 ASTRAGAL RETAINER BOLT 8.0- LG. TOP BOTTOM (2) BOLTS Y AT TOP & (2) AT BOTTOM z m to a INACTIVE M4 er/ SEE NOTE 2 SHT.4 WTERIORZz ; JFWV W WOy=j No ti4SQQy L SB955 cFCTiON 3 6 ASiR4G4(. OPTION 1) 2 H RI NT R V O MULLION 1.15" MIN. EMS. 25' MAX. SHIMr .15' MIN. C-SINK EXTERI W C3 43 m 49 140 o 0 O oo° ° v 6 N N n36uw SEE NOTE _ 9 SHT.4 N 16 17 3 INTERIOR 3 rROc Cf10N 3 O SIOELITE TO BUCK V c) (OPT10N II SURFACE BOLTS) Z SEE NOTE V VV BV'IDING NSULTAHM. INC 813.684.383, is 111 /5/01 Nt NTS roWLN iK er: RW w.wG NO, 5-2161 S or 9 25' MAX. SHIM SPACE IrA?°) U2 N J U W W O FXTFRIORrn 1 T: 75" MIN. 1 HORI ONT CROSSS CTI N C-SINK 4 LATCH JAMB TO BUCK, v.'.. .• 1.15' MIN. NOTES: EMBED. 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVETHEINSULATEDGLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1" PANHEAD SCREWATTACHINGTHEASTRAGALTOTHEINACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1" 37, 5, 16.25", 3. 40.5, 59.25. 74.25, 76.25" & 78.25. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5' P.P.H. WOOD SCREWS AT BOTH SIDE5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) SEE NOTE 1 18 x 2' PFH. WOOD SCREW. THERE ARE (6) AT S14T.4 , EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 19.757, 33.5, 47.25, 61.0 do 74.7. THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" 1N FROM THE OUTSIDE CORNERS, 6. SPACING FOR A /8 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER U _ ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP N J ^ FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. n w7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A f8 x 2" SCREW. WHEN ATTACHING w THE HINGE TO THE JAMB AND THE SIDELITE AT THE rn MULLION USE A 1110 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. COVETHESASHWASSTOPPEDINWITHANOMINAL3/8 MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED -USING VI " x 0.04' Dik WIRE BRADS AT 2' FROM 2 H ! ONT R sS SECTMON 15' MIN. C-SINK 4 HINGE JAMB TO BUCK, 1.15' MIN. r'1 EMBED. 34 a SEE NOTE 9 THIS SHT 25' MAX. SHIM SPACE 10 SEE NOTE 7 SHT 4 o co 7 LDCIO fL 0 2 t\ ZOn 6 U g WO oO5OQco M cr 3 HORIZONTAL CROSS SECT 4 ® STRIKE JAMB TO SIDELITE MA \ AC N v 4_4 rCl/ VV MnLDINGwsuaAMS. rNc 813.654.3531 NTS or. W5 er: RW NG No: S-2161 r 4 ov SEE NOTE 3 SHT. 4 SEE DETAIL "F' SHEET 5 6' 6' 6 3" 3- 6' 3" 6' 6 3- 3- 3- I_ 11 II 1I I II II I 13 t3 - 7 3 _ TIP. TYP. Typ• SEE DETAIL SEE NOTE "I" SHT. 5 6 SHT. 4 13 TYP. IL _ 5P. 3- LGHi 6" 6" SEE DETAIL SHT. 5 SEE NOTE - 6 SHT. 4 13 SEE NOTE D. TYR 4 SHT. 4 B 51 52 TYP. I I 3" 3- 6" 3- 3' 6, 6" O> o cVao O yr o ao O CL Z o 6" ' r SEE NOTE 63 SH7_ 4 1 p W^ 00 n 00 Wkor n ry 0' n n i 13tn w TYP. ri ii nz WWN J p Iui oy' SEEDETAILNE- SHT. 5 6 tm to TYP. `li 5do N Zo cooIx,y SEE DETAIL C" C" TYP. D" 1 u Ad o ? G" SHT. 5 olsw Z aI 51 TIP. I vZ i 6" 6" -i F- SEE NOTE m 4 SHT. 4 SEE DETAIL H" SHT 5, - SIN r,IF DOOR a DO W/SIDELffES 1 DRILL THRU FOR A 0.357" BOLT DEEP NOTE: 1 ENOUGH FOR A 2" o Z BOLT THROW USE ITEM J13 A 8 x 2 1/Z" PFH WOOD SCREW T SEE NOTE ATTACH THE STRIKE AND DEAD BOL7 PLATES TO THE SEE NOTE 1 THIS NOTE JAMB OR ASTRAGAL EXCEPT IN THE MULLED suurn. 7 E N 4 SURFACE BOLT APPLICATION WITH THE SIDELTTE USE ITEM 143 A p 00.13 LTANMI 0 13 43 STRIKE PLATE 2- PFH WOOD SCREW. 43 39 arc 17/5/01 71 DETAIL "H" o RETAINER. BOLT HOLES scat N.T.S. O & OPTIONAL SURFACE 70 BOLT STRIKE PLATE `+ CHK or. WLN SURFACE ATE C.`1g e` ® A e a $` 6 M WEwryRW STRIKE PLATE oruvnec NO - DETAIL F ASTRAGAE PLATE 13 43 , 5-2161 70 BO P SOTRNI E SURFACELATEE SEENOTEDETAIL "G" MANUFAC t l>lY p'1 v+Ffr 5 a c DETAIL "E- THIS SHT. SEE DETAIL "r SHEET 5 6" 3 3- io 6" 3" 6" 3" --{ E" 36- 63" f•` 3-. 5" 1- t 3 t3 SEE NOTE' 3 SHT. 4 ' SEE NOTE SEE NOTE TYR SEE DETAIL n 3 SHT. 4 6 SHT. 4 in F" SHF. 5 — m N cnTYRa SEE DETAIL G" SHT. 5 SEE DETAIL SEE DETAIL 13 TYR SEE DETAIL E- SHT. 5N mN SHT. 5 TYP. H- SHT. 5 j- TYP. Jria 3- SEE DETAIL -K- "M" -K- TYP. "M" L _ - SEE NOTE -G" SHT. 5 - 4 SHT. 4 t t 51 TYP. t I M" t TYP. t t tTYR t 52 I _ _ 6 3 TYP. 3" —i 3 3 I . 6- 6- i 3" SEE NOTE 6" 6F-- --1 III 6" 6- 4 SHT. 43" 3- 3" 52 6" TYR SEE DETAIL FI' SHT. 5 FEI DOUR F DOOR SINGLE DOQ,R W 5ELLTTES ialial V li ilui lli 1P L L, k Bc Oo A.lr o T TTA^iW' t o LJ O Lr) Z O 3 4J'n Oo i:¢00v Lu a I V UV BUILDING CONSULTANTS. INC 513.684.3831 DATE: 1 1 /6/O t suit - N.T.S- t>trc. tm WLN as Br: RW ona+w Nw 5-2161 s(W 6 Or 9 o_ N IY (V O co 0.5" GLASS SITE 0625" THICK DOW 795 O Lon I 0.5" GLASS GLAZING COMPOUND O = ,j SITE Y SEE NOTE . p Q L " 1 SEE NOTE 1 ~ THIS SHT... CT- . J - TOPPH N 1/8" TEMPERED 1/8" TEMPERED O O w a 5 GLASS _ • GLASS 3 Q 0 EL1/4' AIR SPACE OD ° ,° ° 3/4' AIR SPACE Lu _ 1/8' TEMPEREDT — • • e 1/8" TEMPERED GLASS GLASSf8x1f8x13/4" PPH Z 1/4" STEEL IACER 0625' THICK DOW 795 3/4' STEEL INTERCEPT SPACERa31NG DETAIL SH WN W CLASSIC CRAFT- SMC LITE FRAME 1 /2• INSULATED TEMPERED GLASS GLAZING COMPOUND (REQUIRED FOR \o a j 71NC DETN NW7 DOOR PANEL) nJ y o. SriASSIC CRAEr TCM LRF FRAME SIDELITES ONLY) UO VI 2IV 0625" THICK DOW 795 N o 0.5' GLASS SITE GLAZING COMPOUND ol5co F _ 0.5" GLASS z GLASS TEMPERED a o rmSEENOTE16ITE1/8" TEMPERED OTHISSHT: ^ S GLASS O 0v O O 0 0 1 /2' AIR SPACE O 0 3/4" AIR SPACE O . O 1 /8' TEMPERED e z GLASS 1/8" TEMPERED SEE NOTE , THIS SHi. g f8 x 1 3/4" PPH GLASS v T,L/4 INSULATED TEED GLASS n71NG DETAIL SHOWN W/ w, 3/4' STEEL INTERCEPT SPACER 1/2" STEEL INTERCEPT SPACER 'CLASSIC CRAFT" INTEGRAL GLAZIC < 0625" THICK OOW 795 GLAZING COMPOUND (SIDELITES ONLY) O z1" INS ILATED TE1:IPERED GLASS rianurpETAISHOpW('N'j W/ C$ I M ' / ygp- CONSUITANT. M SI L L ® $ O MULT 6. 3831 1, THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) 18 K" 1.75' PHILLIPS PAN HEAD SCREWS H' LO o • om 11/5/01 SPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0'. 13.75 AND 24.5' FROM THE LEFT SIDE i NITRALTHESIDESTILEANCHORSWERELOCATEDAT3.0 13.25", 23.625" 33.875" AND 44.125" $ T v L NTS FROM THE BOTTOM OF THE LITE FRAME. f10 1owg.AN CHC V. WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) J8 x'1.75" PHILlIPS PAN HEAD SCREWS a V. Riff SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END. S1DE STILES o NG NO- FROM THE TOP DOWN TOP DOWN AT 5.5. 16.5'. 27.5' 38.375', 49.375' AND 60.375". 5-2161 3.. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 'Fy SKMT 7 OF 1 4. t L 4.03" O CC ATCH SIDE STIIIF 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077' L 4•---1.54" ----4 42 imn ITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47 CR CC BOTTOM RAIL OWOODCOMPOSITE c1nF1 ttF BLANK SIDE STILE 36 FINGER JOINTED PONDEROSA PINE 1 1.47' --"{ CC TOP RAIL OWOODCOMPOSITE LII ° ° 09 7 O 4 x 4 STEEL DOOR HINGE9 39" RED+ OAK CAP I N ^ O CCH1,46" INGE SIDE STILE CORE MATERIAL LVL OR LSL ALTERNATE CORE MATERIAL- PONDEROS4 RADIATA, PULAi, EWOTTU, TAEDA OR SUGARPINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. n 'a DIM. VARIES 17 u°'i W/GLASS THK. N K40 x 1.79- PT ViREAD SCREW. MA" VA. 4.0m i r>F .uv 28 1.375" Is-10 x 1 112 PPH PtASCREW A DIM. VARIES 1 N W/GLASS THK. ^_ T M i rM FRAM A A, 1".r_ r 4.565" 4.615" 2.203" a0n 79 niTTcwING BUMP .FACE AI_UMINUM/WOOD THRESHOLD 050" WALL TYR HIGH DAM THRESHOLD 39 LLI IY N O 000 0 a o= CC Z r: 8 0 WLj- o:2:Do t\ a iE w00 0 o n. 813.884.3831 E` _ FS- Na 44 3 16- SEX 8 LI STEEL45IVES4548- SURFACE BOLT 46 P FRAME THE - TCM with 'eIE strength F min. _ 4,674 si STEEL 47 8 X 1-3 4 PPH SCREW FOR REM 28 do 46 GLASS48GZING, 1 INSULATED TEMPERED GLASSLA GLASSSS49GLAZING, 3 4 INSULATED TEMPERED GLASS 50 CC BOTTOM RAIL (1.50' z .883' UM-TRU 11VOD OOtBOSfq WOOD COUPDSRE 51 3 16 TAPCON ANCNORPIG ELCO. 1.75 W LG. STEEL STEEL52316TIN-UMAMGIORPIC ELCO. 1.5 LLLL U T ASTRAGAL RANEOITQ4 MATERIAL' C/R ROD ZINC 11 do YELLOW CHROMATE 3" DRILL TRU FO A J8 PF`14 WOO SCREW 2PLC AL WINDJ N p N R DRILL TRU FOR S 357' OIA. ASTRAL RETAINER BOLTS AMBER 11 WR68T STRIKE PLATE 1 " , RETAINER BOLT 592" co Nrc.- c I O-• 1 - .179" 10 oceru MMPRESSION WEATHERS ' FOAM CELL CORE W/VINYL JACKET 1. 158" N rn 7 . 35" --I t- OCOMPRESSION WFATMERSTRIP BY THERM4-TRU FOAM CELL CORE W/VINYL JACKET 0 noR A B.o.A F. N 1 MANUFAc-rMR NAME: N O [ O p 2 00co 5oWtco oa iE— MASTER ERFILE CWSULTM:15. a 1 w+ c 11/6/01 24 WINDJAMBER II WR8T SCALE S avgorWLN ASTRAGAL (ALUMINUM 02' Wcw- RW 161 ORm 9 ov p5 EI: N 0 00 0.5" GLASS SITE 0625" THICK DOW 795 p Ln O0.5" CLASS SITE SEE NOTE 1 GLAZING COMPOUND CLQ Z O SEE NOTE 1 TgPPH t/e' TEMPEREDv THIS SHT. 1/8" TEMPERED U go w u V GLASS 1_ GLASS p0 00 AIR SPACE m o o ° m ° 3/4' AIR SPACE1/4' 0wtoEL 1/8' TEMPERED Y# 8 1/8" TEMPERED GLASS GllSS x 1 g8 x 1 3/4" PPH 1/4" STEEL IACER 0625" THICK DOW 795 3/4" STEEL INTERCEPT SPACER o 1" INSULATED TEMPERED GLASS i n7iur DETAIL SHOWN W/ vZ 1 INiIJLATEO TEMPERED G1A55 GLAZING COMPOUND CLASSIC CRAFT" SMC LITE FRAME REQUIRED FOR DOOR PANEL) n JoAZINGDETAIL $HQWNW n a origmrrRAFrTCMIITEFRAMEtzmm SIDEUTES ONLY) g 0625' THICK DOW 795 cio N N 0.5' GLASS SITE GLAZING COMPOUND olgU rV2 Z 1/8" TEMPERED O a SEEg 8"TEMPERED GLASS m TU O O OQ co O O O 1./2" AIR SPACE4HT3/4' AIR SPACE O O I/g' TEMPERED GLASS 1/B" TEMPERED OTSEENOTE 3 THIS SHT 8 x 1 GLASS 3/4"" INSULATED TEMPER D G 3/4" STEEL IN 1/2" STEEL INTERCEPT SPACER ci AnuC DETAIL SHOWN W/ CLASSIC CRAFT" INTEGRAL GLAZING w a0625- THICK DOW 795 SIDELITES ONLY) GLAZING COMPOUND 1` INSULATED TEMPERED G1J1SS ci.A ING DETAIL SHOWN WZ I FT' MrTE FRAMEYV L L a j Bu'LD1" ca+suuNrrs. i° WITH (16) 8 X_ PAN HEAD SCREWS 44 66,, Jg$yLLnn 813.684.3931 1. THE 27.5' x 50.19' DOOR AN IS SECURED AND 4,5" PHILFROM ASFOLLOWS. TOP AND BOTTOM RAIL . 13.75 AND 23.8 FROM THE LEFT SIDE. wm 11/5/01 SPACEDTHESIDESTILEANCHORSWERELOCATEDAT3.0". 13.25", 23.625" 33.875' AND 44.125' 1v sv+t NTS FROM THE BOTTOM OF THE LITE FRAME. i WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125" FROM EACH END. SIDE STILES.. 11J(, U U o VV RW SPACED AS FROM THE TOP DOWN TOP DOWN AT 5.5", 16.5". 27.5' 38.375". 49.375" AND 60.375". i' wNnMc 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 5- 2161 7 ,. 4.03" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LA OR LSL OAK CAP f-- 1.077" --{ 1.54" 42 siDEI ITE TOP k .BOTTOM- RAIL FINGER JOINTED PONDEROSA PINE n m I •-t I• 17 EBB{, 011 .OM Q 7L COL WOOD COMPOSITE t-- 1.077" --{ T 1.54" cInFI ITF BLANK SIDE STILE 36 FNGER JOINTED PONDEROSA PINE 1.47" a T IJc.r TOTOP IJ OWOODCOMPOSITE a o LII 0 01 097"—{ O 4 z 4 STEEL DOOR HINGE9 39" RED OAK CAP o I1.46" F• rr HINGE SIDE S71LE CORE MATERIAL: LVL OR LSL ALTERNATE CORE. MATERIAL: PONDEROSA. RADIATA, PULAI, ELLIOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. jI DIM. VARIES v iW/GLASS THK. e N - N 1 K4D • I.79' PT THREAD SCREW. U6" Dik 4.0— o, r i rrFER,uaE 28 DIM. VARIESCLASS 7)4K,. 1. 375" 0-10 : 1 1/2' PPH P{ASCREW 10 4. 615" 2. 203" HIGH DAM THRESHOLD 39 F0 4. 565" T- z - T D Z 35 38 WOOD FRAME ul R. 813. 684.3831 srAtt NTS v m wLn 7. er: RW ow. w.lc pro.: 5- 2181 8. or i 8.0 -------- 1 T ASTRAGAL RETAINER BOLT N_ MATERIAL: C/R ROD ZINC n YELLOW CHROMATE f 3" DRILL TRU FOR / A J8 PFH WOOD --I DRILL TRU FOR SCREW 2PLC5 .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER II WR68T STRIKE PAT 1" RETAINER BOLT 592" IcoN .- J N 179" 10NG REACH COMPRESSION WEATHERSTRIPFOAMCELLCOREW/VINYL JACKET 1.155" N rn 7 .35" O COMPRESSION WEATH RFSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET R NAME: 1 MANUFACTURE MASTER WINDJAMBER It WR68T 24 ASTRAGAL (ALUMINUM 052" WAIL TYP.) Lj E¢" (V o co n o=W CC 15nlJ Q 3 Q co W c a WLow. NTS er WLI er: RN ac No.: S-2161 9 Of