Loading...
154 Venetian Bay Cir - BR04-000844 - SFRPERMIT ADDRESS I Sq CONTRACTOR _ Morrison Homes ADDRESS 151 Southhall Ln #200 Maitland, FL. 32751 407-257-6940 CRC"641929- PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION JAW PERMIT # ® ! DATE PERMIT DESCRIPTION W-W PERMIT VALUATION (I SQUARE FOOTAGE Vo / V d Ci z r En cn I City ofSanford Certificate of ©cApancy This is to certify that the building located at 154 Venetian Bay for which permit number 04-0844 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Building: B. Oden 08/ 11 /04 Engineering: D. Richards 08/16/04 Public Works: J. Crompton 08/11/04 Utilities: R. Blake 08/12/04 Fire Department: Zoning: Conditions (if blank, no conditions apply) Morrison Homes Q)a/y Y VA 08/17/04 Property Owner Building Official Date CERTIFCATE OF, OCCUPANCY REQUEST FOR FINAL INSPECTYON SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/10/04 m 154 Venetian Bay Morrison Homes Danny 407-948-2953 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. ngineerin Fire N/A_ Public Works Zoning N/A_ Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w o CERTIFCATE OF, OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/10/04 154 Venetian Bay Morrison Homes Danny 407-948-2953 a7oa Lr. -7l t9 El The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering []Fire Public Works r Zoning Utilities OLicensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONQ. JL) s /7 .J i --.P- wo 709'''. or m1 r9 CERTIFCATE OF OCCUPANCY , REQUEST FOR FINAL. INSPECTION SINGLE`FAIVIILY RESIDENCE****' ; r 9uv' .siLq s 1 5 Sf 2 — DATE: 08/10/04 - - Y c z`t l r v PERMIT;#: a 44-844 ADDRESS. 154 Venetian Bay :.... f E CONTRACTOR: IViorrson Homes j PHONE'#: ' Danny+407-948-2953 Thebuilding division has prepared a Certificate of Occupancy for the above location . and is requesting`"final nspection:.by yours department. After your, kwy 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 : appreciate14 d.. i Si RN alf"'1 Y c7b F' r. 1, - . 5 . - • '( j .. Engineering OFire N/A_ k Public Works OZoning - N/A Utilities OLicensing N/A 1 a CONDITIONS:. (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) R LU CERTIFCATE OF OCCUPANCY o REQUEST FOR FINAL INSPECTION Q SINGLE FAMILY RESIDENCE**** i• e I DATE: 08/10/04 PERMIT #: 04-844 ADDRESS: 154 Venetian Bay U ai 0 w Z sCr v o o CONTRACTOR: Morrison Homes PHONE #: Danny 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A Public Works Zoning N/A Utili ies Licensing N/AZO CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 8/12/04 09:09:54 Location ID . . . . . . . 240855 Parcel Number . . . . . . 23.19.30.502-0000-0470 Alternate location ID . . Location address . . . . . 154 VENETIAN BAY CIR Primary related party . . Type options, press Enter. 5 View detail Opt Description PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information NO TWO STORY BUILDINGS PERMITTED ON LOT LOT 47 ********** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-844 PD 1-27-04 SEE REC#6360 3/4"WA METER SET FEE $190.00 PD 1-27-04 REC#6360 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Jim & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) 8/02/2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 47 Venetian Bay, 154 Venetian Bay Circle f)tL ,oad To Whom It May Concern, The finished floor elevation of the structure located at: 154 Venetian Bay Circle, Sanford, Florida Legal Description: P Lot 47, "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, x & AssociatePc. , CM J4"", Darae L. Przemieniecki Associate Vice Presiden DLP/bb 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 154 Venetian Bay Circle CITY STATE ZIP CODE Company'NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance 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. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, K 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 ofform. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top 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) orZone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued orcommunity -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE G6. DATE 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 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read ihe,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 154 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 47 ," 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: GIPS (Type): W' or ##.# ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE I 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 of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones AlA30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments OrElevationreferencemarkusedOn -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 14. 7 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. _ft.(m) o o N o d) Attached garage (top of slab) 14. 4 ft.(m) M 1 o e) Lowest elevation of machinery and/or equipment W c servidng the building (Describe in a Comments area) 14.1 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 13.8 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 13.9 ft (m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA Fl. Professional Land Surveyor No. 6030oi) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICAT This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Assodates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Spdngs FL 32714 SIG RE DATE TELEPHONE 0-4, 8/0212004 407-788-8808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions Ilerx J' e4mociateB Inc. Land Surveyors 769 Douglas Avenue, Altamonte Sprirrgs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on. Surveying and Mapping CURVE DELTA ANGLE RAD I US M$?--of SUrVPXNGENT CHORD CHORD BEARING C 1 19°55'04" 75.00' 26.07' 13.17' 25.94' N 63°02'54"W C 2 17°04'56" 75.00' 22.36' 11,26' 22.28' N 81°32'54"W C 3 90°05'05" 50.00' 78.61' 50.07' 70.76' S 45°02'50"E LINE BEARING DISTANCE L 1 N 42°26'00"E 53.59 L 2 S 00°06'51'E 54.78' LOT ss LOT 54 FD 8' 0/S L2 7.4 LOT 47 8 GRADING 11.223 SO. FT. N N OD to d o Z w Flood Zone determination was performed by grgJv'c plottinq from Flood hslronce T n co ::ERote Mops provided by FEMA. No Geld strveyelg was performed by this Fi-m toIb.rm p e I 8.41 determine this Zone. The exact zone location con aJy be determhed by an elevation a Ln PORCH 18 ' study. We assume no responsibility for actual Flooding conditions concernilg this parcelm a 16. J' ^ b. > L+ DOVER 1614 SETBACKS: C,00 ELEV. A.9 6 C o m SINGLE FAMILY Front 25' Reor 20' m rn RESIDENCE ° FIN. FL. ELEV: Side 5 ' Corner 15 7m14. LOT 48m o Minimum Lot Width 50' rn ? — o a,A ^ Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CRCLE as being S 89°5438-W. m Ln ii J Vertical datum is based on NGVD per Engineering N SO.Gt construction plans by Neal H i l l e r Engineering. hc. Job Number 2001. cis 01,p, 20 0' o yFtir So 0 0NOC 7.5' N 00°05'22-W 78.81 FO 8' 0/s 6' BRICK WALL LOT 46 1.0, / CIL VENETIAN BAY CIRCLE CITY OF SANFORD C2 50' R7W) TRACT "F' ADDRESS: 154 VENETIAN BAY CIRCLE PRIVATE ROADWAY LEGAL DESCRIPTION- Lot 47 " V E N E T I A N BA Y 25.00' P` P according to the plot thereof as recorded in Plot Book 63, 3i at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon des within Flood Zone X'. I according to the Flood Insurance Rate Map Community Panel Number W 120289 0035E.Dated 04/17/95. lyeCityofSalford. Community Number 120294) General Notes: , A,,{ ) 1. This is a BOUNDARY Survey performed in the field on "l d`r Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark O/S Offset subsurface/aerial encroachments, if any, were located. Recordsassumeddatum) PB Plat BO. R.B. Plat BRecords Book 3. Building ties shown are to the exterior unfinished foundation surface or lormboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, if any, are assumed and were obtained from approved CIL Centerline PCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown P.C.P. Permanent Control Point only to depict the proposed or actual difference in elevation relative to the assumed CALC Ca._ ,,,ul2,ed CB Chord Bearing Page temporary Benchmark shown hereon. P.R.M.. CD Chord Permanent Reference Monument 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and line C.M. Concrete Monument P. Point of P.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 Pro Proposed) p,O,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. Found PRC. Point of Reverse Curvature FIn.FI. Elev. Finished Floor Elevation 7. Platted and measured distances and directions are the same unless otherwise noted. PT. Point of Tangency I.P. Iron Pipe 8. Copies of this Survey may be made for the original transaction only. R Radius I.R. Iron Rod Denotes M"iron rod with yellow plastic cap marked LB4937 or LS3182, or RAD Radial Line LArcLengthRES. Residence W'iron rod with red plastic cap marked "Witness Corner, unless otherwise noted. LB Licensed Business R`WRight-of-way O Denotes P.C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mea MeasuredWD(N8D) Nail and Disk TYP. Typical 2004 Herx & Associates Inc. All ri hts reserved 9Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper Drawn b y : CM Thi ey meets the requirements of the Florid Minimum Technical Checked b y : DP Sf n s as contained in Chapter iG 17-6 ida Administrative Code. CERTIFIED TO: P r e po r e d For: MORR 1 SON ELIZABETH GARCIA 6 FRANCISCO CHEVRES Job Number: 02-017-02 MORRISON FINANCIAL SERVICES Scale : 1-- 40' i(/ OF FLORIDA. L.L.C. Plot pion performed: 07-28-03 UNIVERSALLANDTITLE. INC. Model Change: 02-12-04 L, Herx,P.L.S.FloridaRegistere9.nl S4,7orNo.3182 FIRST AMERICAN TITLE INSURANCE CO. Foundation Survey: 04-14-04 DaraeL.Przemieniecki,P.S.M.Registered Surveyor ndMapperNo.6030 Final Survey: 07-28-04 WilliamR. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Revisions Herx & Associates Inc., State of Florida LB 4937 J U L 2 9 2004 10-03-203 9:04AM FROM Pertoit a Job ACrlrcts: CITY O} SANNOKD Y T, r1r ArrUCA,"ON Date: P. 2 W 4 Zv'7 Dc u iptioa of Work: Hiutorie Dis"L Zolliug: Value of Work: $^3 Pcruail TryFv b4lag F.IccuUAI Mcch:utiW Pluuibiog Fire Spriulckr/Alarm Pool Elcctriiml: New Sowioo — 0 of AMPS Add dWVAltcrurion Ch3ogc of Savice Temporary POW Meehaoictal. RwitictttiAJ Nou-Rrsideatial Rcplaccmau Ncw (Dact Layout &, furcW Calr;. Requited) Plumbing/ Ncw Cotuaat rcial: H o Fixmtres It of Water & Sewcr Lours H Of Gau Liues enPlutubing/New Residtial: it of. Ater Closes . C' — PIuw ug Repair — RcsidendxI oc Comm"" Occupancy Type: Residendal Commercial lndusttial ToW Square F'ouiage: l;uuafrwciioa Type: 17 of Storks: - ti of Dwc144g Uttits: Flood Zrtue: (FZMA form rcqulrcd fur uthcr LtL" X) ron Ptuccl Y: -„ Owner Nam" 4 Aadrasa: N4ute G, of Oweership &Legal Pcrerlpdoa) rlwoe: ?'V/ — ( T — State Licctrse Nuy>her.yt tL if J4— rAooe &Fars: r• 1 •Cogotct Penoa ', °' il,: r4oae:..L=.•s Ilvnuiog Coutpauy: ArChiteWt;o=iueer: Phone: Addreas: Fax: Apphcauon u hereby made to obtain a pernur to do thc'work and instillations at indicated. t certify that no work o(i"Stallatinn has commenced prior to the issuutce of a permit attd that all work will be performed to meet srandard - of all laws regubtung coostructiun to MIS ivrWietion. I undcratnnd tiwt it acparatc permit must be sccurcd for ELECTRICAL WORK, PLUMBrNG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and Alit CONDITIONERS, etc. OWNER'S AFADA VIT: 1 certify Mat all of the foregoing information is accurate and Oral all work will be clone io compliance with all applicable lawn rI*gulahne construction t nd zoning. WARNING TOOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN liu(Ilt f'r.Yll\(i TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OK AN ATTORNEY bbkOlus K4COKD(NG YOUR NOTICE OF COMMENCEMENT. i OTICE: In addiuoo io the Mquirement4 of thu permit, there may be additional resvicuons applicable to this property out myy be Tound in the public records of this county, and ihets may bo t dditional permits scquircd from other governmental onuties such as water management districts, state agcnoics, or falcrol ubencta• Acceptonce of permit ii vvrifiCuion ttut I will notify Otc owner of ute property of the requirements of Florida Lica Law, f S 713. Signature of OwnedAgent Date Signaare of Contr lAgent Datc Print Owner/Agent's Name Signature of Notary -State of Flonda Date OwnedAgenl is _- Persorully Known w hie or, Produced Ill Print Con gcru's N Pe: Noury-Butt of Florida Uate George Stokes My Commission DD024871 Conlawtod^gcnt is, crsomil Kno • 'Expires May 13 2005 Produced 1D APPLICATION APPROVU) 6Y: Bldg Zoning: Ulihtics: FD: Initial & Date) (Initia) <k Date) (lnilial & Dato) (Initial & Date) Spacial C:untlition: •, Hex Jk .IsBociateBlnc. 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 CURVE DELTA ANGLE RAD I US ARCof SUryTANGENT CHORD CHORD BEARING C 1 19°55'04" 75.00' 26.07 C 2 17*04'56" 75.00' 22.36 C 3 90°05'05" 50.00' 78.61 LOT 55 I LOT 54 B' OFFSET L2 13.17' 25.94' 11.26' 22.28' 50.07' 70.76' LINE BEARING L I N 42°26'00"E L 2 S 00°06'51"E N 63°02'54"W N 81°32'54"W S 45°02'50"E DISTANCE 53.59' 54.78' LOT 47 B' GRADING 11.223 50. FT. N tb b d 0 nm o 9. 0' LANAI o o n a Coverage - 62 x a = w zz o C) Max SETBACKS. Front 25' Rear 20' SITE DATA igoBROOKWOODIILnSide5 ' Corner 15' IMPERVIOUS SO. FT. _ 381yrriELEV. A.B.0 6 D SINOLE FAMILY RESIDENCE Minimum Lot Width 50— LOT S0. FT. n ; C) FIN. FL. ELEV: 14.7 o LOT 48 IMPERVIOUS AREA -4.260 SO. FT. m to o Note: Bearings shown hereon are referenced to the CIL a, n " of VENETIAN BAY CIRCLE as being S 89°5438"W. mLnC' Vertical datum is based on NGVD per Engineering o °W s°construction plans by Neal H i l l e r Engineering. Inc. ena 711-1 l Job Number 2001. t 7.5 101 ®1 N 00°05'22"W 78.81' SET 8' OFFSET 6' BRICK WALL LOT 46 C2 CITY OF SANFORD LEGAL DESCRIPTION. Lot 47. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Publc Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X occordng to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) F.C.V. CIL VENETIAN BAY CIRCLE 50 ' R7W) TRACT -F ' PRIVATE ROADWAY F.C.P. 25.00' 3 z Min co u O1 W IWOW General Notes: Proposed Legend as Offset 1. This is a BOUNDARY Survey performed in the field on Temporary Benchmark D.R.B. Official Records Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW assumed datum) Back of sidewalk PB Plat Book subsurface/aerial encroachments, if any, were located. C/L Centedine PC Point of Curvature 3. Buildingties shown are to the exterior unfinished foundation surface or formboard. A Central or (Delta) Angle PCC. P. C P. Point of Compound Curvature Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC Calculated PG. Page Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord PfL Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV FINAL EL. Elevation (Proposed) Elevation (Measured) P.O.C. P.I. Point of Commencement Rights -of -way ofrecord whether depicted or not on this document. No search of thegyP FD. Found Point of Intersection Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation PRC. PT. Point ofReverse Curvature Point of Tangency 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial Line Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB LS. Licensed Business Land Surveyor R7yy Right -of -Wayy O Denotes P.C.P. Permanent control point) P ) Mea Measured TBM Typ. Temporary Benchmark Typical Denotes Permanent Reference Monument N/D(N&0) Nail and Disk Fence symbol (see drawing) 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial X—X- Fence symbol (see drawing) rThis ication: Not valid without the a ur d the original raised seal lorida licensed Surveyor an apper - Drown b y : CM urvey meets the requirem I the Florid Minimum Technical Checked b y : 'DP rds as contained in Chap r 1G17-6 FI da Administrative Cc Prepared For: MORR 1 SON Job Number: 02-017-02 Sketch of Legal Description Q Wn This is not o Survey Scots I 40' William S.M. Surveyor No.3182 Plot plan performed: 07-28-03 Darae L. Przemieniecki, P.S.M. Registered S eyor and Mapper No. 6030 Found 1 ion Survey: r v ey William R. Herx, P.S.M. Registered Surveyor a d Mapper No. 6092 Final SurveyRevisions Herx & Associates Inc., State of Florida LB 4937 COUNTY OF SLMINQL[ ' T NPACT FEE STATEMENT ISSUED BY CITY OF SAN[DKD STATEtENT NUMBER 104-75935 DATE: DUILDIHG P[R IT WUMB R: T . COUXTY NUMBER: UNIT ADDRESS: /( /|/ /~ i^-~~^-------------------^-----'-_'-_'_---. SEC: TWP SUDDIVISIOX: °` : TRACT 7 PLAT B[)K: PLAT BOOK JAGE: BLOCK: 77 //^y--7/'-`j~7Y-----''-'-' ADDRESS: ----- /\~/ -`//// --' -..-L-'^.z----------' APPLICANT NANE: _____________to ,_ ADDRESS: --------__---------------------------''-'' LAND U E CA7EGCRY: 001 - Single Family Detached House TYPE UOL: kesiden{ial WORK DEECRIPTIOH: Single Family Heuoex Detached - Construction E RENEFIT RATE FEE UNIT RATE PER # & TYPE . TOTAL DUE 7Y['E DIST SCHEDULE DESC. U]IT OF UNITS kOADS ARTERIALS CO -WIDE O dwl unit $ 705°00 1 $ 705,00 ROADS COLLECTDRS NORTH O dwl unit $ 142.00 1 1 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 0 1,384.00 AMOUXT DI 2,2O5.00 STATEMEH7 PLEAS[ PRINT NAME) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AHD NSUK[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4COUNTY HOTE*Av PERSO C AR[ ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DLE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERHIT, PEkSOK A E ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYS}EM AHD/OR EDUCATIONAL SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRI77EN RECUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUY NUT LATER THAX CUKTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REAUIREMENTS Of: THE CDUKTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GO:ERNINGAF'PEA'-S MAY BE PICKED UP, OR RECCESTED, FROM THE PLAN IMPLEMENTATION DFFIC[: 1101 EAST FIRST STREET, SAnFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD RE NAVE TO: CITY OF SANFORD BUILDING DEPARTMENT 3OO NO TH PARK AV UUE 8ANFUKD. |L 32771 PAY;T;ENT BE BY CHECK ORDER, AND SHOULD REFERENCE 71111 STAT[KE!NT NJMBER AND CITY DUILDIN3 PERMIT NUMBER AT THE TOP I OF ll{[ X8lICE. THIS CTATEMEI7 IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDIhG mm CITY OF SANFORD PERMIT APPLICATION Qf t ` 1 _ Date: Permit # : 1 Job Address: Description of Work: Zoning: Value of Work: Historic District: S Permit Type: Building Electrical Mechanical _ Plumbing __ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS —1_ Addition/Alteration . Cbange of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New -- (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water &Sewer Lines__,_ of Gas Lines.- Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: EMA form required for other than X) Construction Type: of Stories: # of Dwelling Units: __- Flood Zone: (F Attach Proof of Ownership & Legal Descriptio t Parcel#: S` Sn 'sT`'\ Q,- e- 'v Owners Name & Address: OCe' Phone: '11r pI oa — QU ri Uy U*) Contractor NameL7Ajddrs\ tat License Number:IQCv Contact Person: r u Jrn `E Phone:o n Phone & Faz: Bonding Company: Address: Mortgage Lender: Address: Phone: Architect/Engineer: Fax: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. s regul_ ll he done in compliance OWNER'Sconstruction artdlzomng. WARNING TO OWNER: YOUR FAILURE TOcRECORD A NOTICE OFcurateandthatallwork ' COMMENCEMENT MAYtRESULThall 1IN YOcable UR PAYING g TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FCNANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. this t may be found the public of NOTICE: In addition to the requirementsroftipeq red fromothergovernmentalit there maybeadditionalresentitiessuchascawatecbleomanagementdistricts, astateagencies, or federal agencies. this county, and there may permits Acceptance of permit is verification that I will notify the owner of the property of the regd e ents of Florida Lien FS 7 nA A e Signature of Owner/ Agent Date S nature of C ct gentDate k Q', C9 Print n or/ gent's Name Print Owner/Agent' s Name Jennifer Almodovar Date Signatur f Notary -State ofFlorida pat My Conwriaeion DD272809 Signature of Notary - State of Florida N.'tI60M Dewmber 07 2007 Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Contractor/ Agent is rersooally Known to Me or Produced ID Utilities: FD: — Zoning: — ( Initial &Date) ( Initial & Date) Initial & Date) 1. 16 CITY OF SANFORD PERMIT APPLICATION Permit # : Job Addr Descriptic Historic L Permit Type: Building --v/- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential / Commercial Industrial Total Square Footage:." • Construction Type: GM LL # of Stories: —/ # of Dwelling Units: /_ Flood Zone: X (FEMA form required for other than X) Parcel #: 23-1 % ! AA'' 0— 6"0 —/ 000O— Di"- 0 (Attach Proof of Ownership & Legal Description) q 7 Owners Name & Address: ,70 V JS/l /1101M S n-7 / pzvSourHNlIIGmm5#zx, v,41rzVj)0, FG 3276/ Phone: 40 / ZZ ( 0077 Contractor Name & A"ddress: / W // ry / -Jvn+ /rv' ic. `•' /^/ p / aad( l-ej Char C 7 / n State License Numbeer:CR G eJ I / 2q - 7 q/' Phone & Fax: 0 (O 007 0% 0 J / (o Contact Person: tl,JrHl UAle4C Phoner 0%J J / r `0 Bonding Company: /U." Address: /VA Mortgage Lender: 4 Address: /N Architect/Engineer: / (.bJ/1/ Phone: 46) Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ. OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be ad"onal permits required from other governmental entities such as watertanag rtent districts, state agencies, or federal agencies. Acceptant o will notify the owner of the property of the Signatu` y olf Owner/Agent / / Date H44 III- USA s Print Owner/Agent' N Q / o Q Lu Signature of N to -State of Florida Date LE UJ 1t, ko Owner/Agent is v Personally Known to Me or o':• ° _ Produced ID "A WrY APPLKATION APPROVED BY: Bldg I - 1 Zoning:_ Initial & Date) Special Conditions: tireme t I rtd Law, FS 713. Signatur , of ontractor/Agent .Date lylAq Print Contractor/Age 's Signature ofNota -S of ate Contractor/Agent is Personally Known to Me or Produced ID PA gNN N 3 C:C a`= jai ywz X co 41 of r Jo il"10'61- 1 Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) SSA?- t teat to ita (I all O Cat as at a ua to ua at ua to all to an to ua t lilt Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05135 PG 1496 CLERK'S # 2003221662 RECORDED 12/15/2003 03:55:46 FM RECURDINU FEES 6.00 RECURDED BY S O'Kelley CERTIFIED COPY NOTICE OF COMMENCEMENT. AAARYANPIE 1VlORSEOLERKOFCIRCUITCOUR1 SEMI COUNTY, LORI[IA State of Florida. County of Seminole. 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. Description of property: Lot Number Legal Description Street Address L VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63., Pages 84-88, of the public records of Seminole County, Florida. Sanford, FL 2. General description of improvements : 3. Owner information : 4. Fee Simple Title Holder: 5. Contractor: 6. Surety : N.A. 7. Lender: N.A. New single family residence Name Morrison Homes Address 151 South Mall Lane. Tel Number 407) 629-0077 Fax Number 407) 629-5282 N.A. Name (Aaria Lisa Steiner Address 11 1South Hall Lane. Tel Number v (407) 629-0077 Fax Number (407) 629-5282: Suite 200 Maitland FL 32751-7172 Suite 200 Maitland FL 32751-7172 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)( b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement: One year from the date of recording. Date Signed : IWU Signature of Owner's Agent, Maria Lisa Steiner: 1 Sworn to and s b d before me thisby Maria Lisa Steiner, who is personally known to e. D. A. ION # D MY COMMISSION I« D214811SignatureofNotary: Notary Seal: EXPIRES: June 27, 2007 Bonded Thru Budget Notary sor4 8S LIMITED POWER OF ATTORNEY DATE:Iz-h7JO I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, EACH AN AGENT OF: MORRISON HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMEAT LOT NUMBER : SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONW CTO . SIGNATURE OF CONTRACTOR.) STATE CERT. # CR-0041929 CONTRACTOR' S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: BY: MARIA LISA STEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. LIANA EMIRO MY COMMISSION # DD 237775 o ` EXPIRES: August 3, 2007 pf M1 '•. Bonded Thru Naar/ Pubho Underwriters SIGNATURE OF NOTARY: NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL... PARCEL DETAIL 4 Wit. N.6 _- GENERAL Parcel Id: 23-19-30-502-0000-0470 Tax District: S1-SANFORD Owner: CENTRAL FLA DEV Exemptions: PARTNERS LC Own/Addr: #200 Address: 1053 MAITLAND CENTER COM BLVD City,State,ZipCode: MAITLAND FL 32751 Property Address: 154 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp Find Comparable Sales within this Subdivision 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $11,310 Land Value Ag: $0 JusUMarket Value: $11,310 Assessed Value (SOH): $11,310 Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS' LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 47 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valo em tax purposes. If you recently purchased a homesteaded property your next year's property tax wN be based on Just/Market value. 1 of 1 12/14/2003 7:15 PM Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 19°55'04" 75.00' 26.07' 13.17' 25.94' N 63°02'54"W C 2 17*04*56' 75.00' 22.36' 11.26' 22.28' N 81°32'54"W C 3 90°05'05" 50.00' 78.61' 50.07' 70.76' S 45°02'50"E LINE BEARING DISTANCE L 1 N 42°26'00"E 53.59' L 2 S 00°06'51-E 54.78' LOT 55 LOT 54 L2 LOT 47 B GRADING 11.223 SO. FT. tb N O Ln0 d ram- T a OJ in a LANAI m Max Coverage - 62 Y. sx sa o o SETBACKS: Front 25' Rear 20' SITE DATAowo o m BROOKw00D I I Side 5 ' Corner IS' PriPERVIOUS S0. FT. - 38YnrriELEV. A.B.0 6 0 SINGLE FAMILY RESIDENCE FL. Minimum Lot Width 50' LOT SO. FT. D C m i FIN. ELEV: 14 7 7 o LOT IMPERVIOUS AREA -4.260 SO.FT. i ` rnm ILn Note: Bearings shown hereon are referenced to the CIL o n v of as being S 89°5438"W. rn w Vertical datum is based on NGVD per Engineering70 ° D a r e' construction plans by Neal H i I 1 e r Engneering. hc. x o. v v Job Nxnber 2001. P.c.P. Cy 1 / ' CIL 50R/W) TRACT "F' PRIVATE ROADWAY P. C.P 25. 00' 3i MW PLANS REVIEWED m_ CITY OF SAMFOR"D WW IN W Legend General Notes: Temporary Benchmark O.R onset Proposed- 1. This is a BOUNDARY Survey performed in the field on p assumed datum) O.R.B. p8 B Records Bock Plat PlatBook 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back or sidewalk PC Point of Curvature subsurfaceJaerial encroachments; if any, were located. C/L Cenedine tPCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. a CALC Central or (Delta) Angle CalculatedCB P. C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved Chord Bearing PG. Page PageConstruction plans provided by the Client unless otherwise noted, and are shown CD Chop P.R.M. P. Permanent Reference Monument Property Line onlytodepicttheproposedoractualdifferenceinelevationrelativetotheassumedPP C.M. Concrete Monument P.O.B. Point of Beginning iemoreBenchmarkshownhereon. FryEl. or ELEV Elevation P.O.C. Point of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I. Point or Intersection Rights - of -way of record whether depicted or not on this document. No search of the FD. Fin. Fl. Elev. Found Finished Floor ElevationPRC. Point of Reverse Curvature Public Records has been made b this Office. yI.P. Iron Pipe PT. Point of Tangency 6. The legal description shown hereon is as furnished by client. I.R. Iron Rod R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RAO RES. Radial Line Residence Denotes %' Iron ,od with y Mlow plastic cap marked LB4937 or LS3182, or PPLB Licensed Business RAN Right -of -Way iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LS. Land Surveyor TBM Temporary Benchmark O Denotes P.C.P. (Permanent contrci point) Mea Measured TYP. Typical Denotes Permanent Reference Monument N/ D(N&D) N. R. Nail and Disk Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certification: Not valid wlthout nature and the original raised seal of a Florida licensed Surveyo and M pper Drown by : CM ThissurveymeetstherequirentsofaFlodaMinimumTechnicalardsntaine n C ter G17-6 Flor da Adminisfrat a Code. Checked by: DP Prepared For: kIORRISON Job Number: 02-017-02 Sketch of Legal DescriptionThis isnotaSurveyScale1'• 40' William A. Herx, P.L. S. Florida Regist ed Land Surveyor No. 3182 P l o r 1 o np e r f or m s d : 07 - 28 - 03 Darae L. Przemienteckl, P. S.M. Regis ed Surveyor and Mapper No. 6030 Found Otto n survey: William R. Herx, P.S.M. Registered S eyor and Mapper No. 6092 F i n o l Survey : Herx d Associates Inc., State of Florida LB 4937 Revisions Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 19' 55 ' 04 " 75.00 C 2 17*04'56" 75.00 C 3 90e05'05" 50.00 m ZO ram- rn s n m -, % t0 ut o laprs x s 00mm 0 m tT1n 1, m cni m m z— m Ln rn;0UAnn Ln rn c,,, LOT 55 L2 LOT 54 LOT 47 8' GRADING 11.223 SO. FT. o Ln OD b e D 11 N LANAI o 22.0• o 1971) a dBROOKWOOD11nELEV. A.B.0 d D SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 14,7 o la'D N 00e05'22-W ' 78.81' LOT 46 LOT 48 vr, l 26.07' 13.17' 25.94' 22.36' 11.26' 22.28' 78.61' 50.07' 70.76' LINE BEARING L I N 42e26'00-E L 2 S 00e06'51"E M C2 CITY OF SANFORD LEGAL DESCRIPTION.' Lot 47 " V E N E T I A N BA Y according to the plot thereof as recorded in Plot Book . at pages - of the Pubic Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon. fees within Flood Zone X according to the Flood hsurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sonford. Community Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or tormboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise Halted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measureddistances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or 36" iron red with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P. C.P. (Permanent control point) Denotes Permanent Reference Monument Certification: Not valid without nature and the original raised seal of Florida licensed Surveyo and M pper This survey meets the rec ants of a Florida Minimum Technical aadards as containedin C ter G17-6 Florida Administrative Code. N 63e02'54"W N 81e32'54"W S 45e02'50"E DISTANCE 53.59' 54.78' SETBACKSMax Coverage - 62 y Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' M_P_ERVIO_US SO. FT. _]38Y Minimum Lot Width 50' LOT SO. FT. IMPERVIOUS AREA-4.260 SO.FT. Note: Bearings shown hereon are referenced to the CIL of I as being S 89e54'38-W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. Inc. JobNumber2001. REVIEWED P. CITY OF SANFORD C/ L 50 ' R7W) TRACT -F - PRIVATE ROADWAY I, n W Legend Temporary Benchmark C/S O. R.B. Offset Official Records Book assumeddatum) PB Plat Book BOWBackofsidewalkPCPointofCurvatureC/L Centerline PC. Point of Compound Curvature d Centralor (Delta) Angle P.. C.P. Permanent Control Point CALC CalculatedPPageCBChord Bearing P.R.M. Permanent Reference Monument CD Chord P Property Line C.M. Concrete Monument P.. O.B. Point ofBeginning EL. or ELEVElevationP.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection F. Found PRC. Point of Reverse Curvature FD.Fl. Elev. Finished Floor Elevation PT Pointof Tangency I.P. IronPipeRRadiusI.R. IronRodRADRadialLineLArc LengthREV. Residence LB Licensed BusinessLS. Land Surveyor TB TBM Temporary BTemporary Benchmark MeeMeasuredTypicalN/D(NdD) Nail and Disk 11-//-,//- Fence symbol (see drawing) N.R. NotRadialX—X- Fence symbol (see drawing) Sketch of Legal Description U/Y1 This is not a Survey Darae L. Przemieniecki, P.S.M. Regis4ted Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered SuWeyorand Mapper No. 6092Herx6 Associates Inc., State of Florida LB 4937 Drown by: CM Checked by: DP Propored For: MORRISON Job Number: 02- 017-02 Scale : 1-- 40' Plot lon performed: 07-28-03 Foundolion Survey: Final Survey: Revisions . PERMIT ADDRESS CONTRACTOR REVISIONS y1*ld1t,- DATE -? tz / ZCd PH# 407 o?V FAX # 0I7 Fef-fl?3,& DESURITION OF REVISION: chanwr: 11h, Alomblvll e? (Wlgdl(l kmad // w 71 41 f A * 14"voz WIFFIAIAEMOF.4,N,-.,flAlrfArmilAffw"AF,ffffflAV,ff&AWIOW WlAr,&AffAFAF,OF M,0',P',FAF,OY.r,FAFOFNNA 0, UTILITIES FIRE CITY OF !'1 fl: I'IAR U 1 LUUI+ r CITY OF SANFORD PERMIT APPLICATION Permit #; O y`, ,11 1 Date; Job Address: / //IN- If 91 dDescriptionofWork: /ll 5 Zoning: Value of Work: S %yUy ` • Historic District: g Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential 1/ 0 Commercial Industrial Total Square Footage:O?' • Construction Type: GM U.# of Stories: _, # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel #: Z3ly— SU— 5 UZ— (JUULI O ers Name & Address: Attach Proof of Ownership & Legal Description) 5oCltHHRGG litNE 2 . H.41rCAI.1,0 L 3,y275/ / Phone: 07 6Z oo77 Contractor Name & Address: A r l F C(1Q 7 n State License Number: CRC,Vn t7 q/' Phone & Fax: 0 6 00 0 0 S7 Contact Person: A/4MA6 Phoner o7[ / I Y Bonding Company: fW1 Address: VA Mortgage Lender: AA Address: Architect/ Engineer: /7Gd / Phone: Address: aa75 Fax: Applicationis hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance 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 NOTIQ1; OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FORIMPROVEMENTSTOYOURPROPERTY. 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 the property of the requirem t of Florida Lien Law, FS 713. cm w Signature of Owner/Agent j Datl Signature of Contractor/Anent ate 14141 z o N $ Print Owner/Ag n ' Print Contractor/ 9 FEz 3 3iogggosoCn Signature ofNotary-State of Florida Date Signature of Notary -Stateof Florida Da e m Personally Known to Me or Contractor/Agent is Personally Known to Me or C, ro Owner/Agent is V Produced ID " A — Produced ID AL PPATION APPROVEDBY: Bldg.-DF 3 y Zoning: Utilities: FD: initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: ht.ecla i he c% rr. cony P Serx lg .1880ciateBlnc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping CURVE DELTA ANGLE RAD I US AW Of SurvMNGENT CHORD CHORD BEARING C 1 19°55'04' 75.00' 26.07' 13.17' 25.94' N 63°02'54'W C 2 17°04'56" 75.00' 22.36' 11.26' 22.28' N 81°32'54"W C 3 90°05'05" 50.00' 78.61' 50.07' 70.76' S 45°02'50"E LINE BEARING DISTANCE L I N 42°26'00-E 53.59' L 2 S 00°06'51-E 54.78' LOT 55 LOT 54 SET b' OFFSETL2 7. 4 LOT 47 8' GRADING 11. 223 SO. FT. b o n o mZ w ram— T n fb nm CIO II e.4 r R a s a r 3 o Max Coverage 62 m DOVER 1614 SETBACKS: Front 25' Rear 20' SITE DATA SITEO m ELEV. A. a 6 c SINGLE FAMILY d Side 5 ' Corner 15' V10US SO. FT. - 34% CminRESIDENCEFIN. FL. EL EV: n cMinimum Lot Width 50 LOT SO. FT D rn N f4.7 o LOT 48 IMPERVIOUS AREA-3.770 SO.FT. Note: Beorings shown hereon are referenced to the CIL rnnV8.3 of VENETIAN BAY CIRCLE as being S 89°5438-W. m Ln w7 as Q Vertical datum is based on NGVD per Engineering ry s o r construction plans by Neal H i I I e r Engineering hc. Job Number 2001 . CITY OF SANFORD LEGAL DESCRPTION• Lot 47. " V E N E T I A N B A Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88.of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ties within Flood Zone X. according to the Flood insurance Rate Map Community Panel Number 120289 0035E.Dated 04117195 City of Sanford. Community Number 120294) General Notes: Proposed 1. This is a BOUNDARY Survey performed in the field on p 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or Y." iron rod with red plastic cap marked "Witness Comer, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 2003 Herx & Associates Inc. All rights reserved Certification: Not valid wlfhout -s gn ure and the original raised seal o/ a Florida licensed Surveyor nd Mapp r This survey meets the requi nts of the lorida Minimum Technical rds as contained i a r 61G -6 Ftorida AdminisfrafilCode. William A. Herx, P.L.S. Florida Register and Surveyor No. 3182 Darae L. Przemienlecki, P.S.M. Registe a Surveyor and Mapper No. 6030 William R. Herx, P.S.M. Registered Surand Mapper No. 6092 Herx & Associates Inc., State of Florida LB 4937 e— R. c.R. CIL VENETIAN BAY CIRCLE 50' R/W) TRACT "F- PR I VATE ROADWAY Legend Temporary Benchmark O O. RR.B. Offset Official Records Book assumed datum) PB Plat Book PlatBBOWBackofsidewalkPCPointo1CurvatureCACenterlinePCC. Point of Compound Curvature AdCentralor (Delta) Angle P.C.P. Permanent Control Point CALC Calculated P Page CB Chord Bearing P.R.M. Permanent Reference Monument CD Chord P. perty LineProntofBegiC.M. Concrete Monument P.O.B. Point of Beginning EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement FINALEL. Elevation (Measured) P.l. Point of intersection F. Found PRC. Point of Reverse Curvature FD.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RED Radial Line LArcLengthRES. Residence LBLicensedBusinessLS. Land Surveyor TBM TBTemporary Benchmark TempRight-orary B MeaMeasuredTYP. Typical N/ D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legol Descrip ion This is not o Survey Drown by: CM Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1'- 40' Plot plan performed: 07-28-03 ModalChonye: 02-12-04 Foundolion Survey: Final Survey: Revisions . IJill Ill IllIall 11IIl11all 111111III III III III iiIII 11iliaitIla111111 MARYANNE HORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05215 PG 0848 CLERK' S # 2004032047 RECORDED 03/ 03/2004 03: 31:40 PH Permit Number: INDING Y ESKeN DED OIley PreparedBy DaphneClark andP.O. Box784283 tttltilEO COPY Return To: Winter Garden, FL 34778-4283 MARYANNE MORE CLERK OF CIRCUIT DO.URO SEMI wo Rill NOTICE OF COMMENCEMENT. State of Florida. p 2004 County of Seminole. AR 0 3 Theundersignedherebygivesnoticethatimprovements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VE TIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records of Seminole County, Flori Street Address / Sanford, FL 2. 4General description of improvements New single family residence 3. Owner information : Name Morrison Homes Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number ( 407) 629-5282 4. Fee Simple Title Holder N.A. 5. Contractor: ame hilk REY-- F)Atyl_ O Address 151 South HallLane. Suite200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other.documents.may be served as provides by 713.13(l)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement : One year from the date of r rding. Date Signed: 5/ 0 Signature of Owner's Agent, MAMY,'Rfrm, Sworn to and ;subscri d efore me this by Maria Lisa Steiner, who is personally known to me. oOwf pt"4, D. A, CL" MY COMMISSION # DD 214811 Signature ofotary: Notary Seal: * * EXPIRES: dune 27, 2007 landed Thtueu* tmom 841 ss TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1614A Address 1 VENETIAN BAY Address 2 LOT 47 Jurisdiction: CITY OF SANFORD iGeneral Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal D 't 17-Feb-04 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: V1 c1 V4 V2 R24 R25 R19 R23 R22 R21 R3 R18 R17 R4A R5 R6 R7 R8 R9 R10 H1 H2 H3 i H3A E1 E2 C3 E3 E4 C2 30 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers A S:Vobs02XZ1614AXZ1614a.vcd 81262003 Ranie This placennl plan shows thdesignalan and relative kation ofeach his s mgor*nt and is to be used in coryunclion wilh tl e conespondirngg Ws s designs. The Tnrs s Engine rs responsibility relative to this stnrcto consists solelyof da design ofthe individual trusses, buss-lo buss connections and does rotinclude thedes *ofanysupporting sln cNal elenrenls. The building des'u professional has fueltheapprovalof trussNam ng and/or busspacementpan. The designof the temporary andpennanen t bracing, the diaphragmsystemshearwallsandshmluralelementstoresistlateralbadsfromwindand/or selsmc acMily 4 therespon sbilityof the butid'uugg de t proles sional. Additional approval bythe bullSingdesignlomfessionalshallinchdIs, b R rot be limited Ia, des o badug, lengh, profiles, pitchesanddeph. Q0 i Ili Pefl, T U! rl,,G, E vi tit FEN.EPN.1.5MYTH L.INDEF GO. FOOF TI U`?`a UIVIION Z72Z `. YOUTH ARFICA fl-VD. AF( TI:A, Fl, 3YT'P', lo/) ?' I'-1 - rZZ FAX ( 407) Zqq - II5,, Enflineer' inf GerTlfu'ate of AIIthOI'I--,IN,n n '1'ZIo, NOTE`) I) IT fi Rf M IER9 ffiM'CLITY TO ofrrcMl:+s 11ei&.bit n M N11 m/ h If`191IreU1W, Nd1F TFEWUUMF NPrf Mimff. FfFEM it -.EG51 I W11NrVM MTY MTI\ gPVW£ MIT) era ItPATE1) MlfE ALKT IVT rE fanit N,TEfEP14NrfTAUTTKIITf(,YY W ftQeTlN nY wim MVI, UU-NU 5) TnEf£ "I at (AT 0: N_TBTP11TIlIn NORM `n IVE r$e15" IF. ffT -Utll eT nhrlT.l3eEMFf4) PN1f8N:ff, OF Nrf 111111 WIT BE 0 F)r6$, 11M.VT rTifrMl ND 01TIEN atren nr xum Tnrri unrxr. 1UNI-`.T I) FFII Tl+M'1 A14AAfY1,cm) FIT NfJ IT' 6Ibral.eT{ll NP IEI,f, Wf EMIRifs lr' TOafff", WATT Vh FIT. M,Nm rre[1Grfp ru, 1) NY. TT'e{ Trolly, TnPr"f`.+ IIFUVNA.E'iRNAAr1lr ,TVE fAW,ET9.'Y ffO EP I,r FnF ToVNlff n7F5 rfiN.9 "VN- TE"O" M,M 181J II ITS 4) NJ. VN. I E', To PEUI NoFk4W IY FAV PY AI rff, 4) IITDF tier rEN.11i VN.15 N I. ffYx TTTr,Y HN', To if`%11 FIr,i4 ,fFUT1MT+•PGI M+I'll,11,[-!+ IliEr' nTFs''1reSIMPSON I USP KART -SAG W- HUS26 DR TH026 IEI- HHUS26.2 DR THD26.2 la- HHUS28.2 OR TH02B.2 10- HHM DR THD48 1E1- HGUS26.2 OR THDH26.2 n- HGUS28.2 DR THOH28.2 4. HGUS28J DR THDH28d 4. SULR210 DR SKH21OLIR 0!- HGUS48 OR THDH48 6. TK4422 OR MSPA22 ID- TWA22 OR 61SH422F al- HUC410 DR HD41OF Ian- THM DR HJC26 II 1614 POVEF A(J) II L1014H - KS) TOP CHORD 2x4 SP ' 2 ' BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= IHIJ UWU NKLfAKtU FKUM I,UMFUILK 1NfUI (LUALIJ 6 U1MtIVJ1UNN) JUbM111tU by IKUJJ MYK. 120 MPH WIND, 10.48 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. 2X4- 2 X 4 6 F— 1 6 0-6-11 T +8-0-0 2X4 (A1) = 5X6= 2. 5X4 (B2) L1-4-(j 1_ 10-0-0 _I_ 9-7-0 J 19-7-0 Over 2 Support R=816 U=290 W=8" R=714 U=205 W=8" PLI IYP. Wave IPI95 R Design Crit: IPI SID FLBC 6.10 0TY:5 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 INSTITUTE. 583 D'ONO FRIG DR., SUITE 200, NADI SO N, NI 53719), FOR SAFETY PRACTICES PRIOR 70 PERfDRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY A7T AC HED RIGID CEILI NC. 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 M R, tIFIC '•. 4 Ij lG d No. 42704 1 1I T C T C BC L L D L DL 20.0 7.0 10.0 P P PSF S F S F R E F R 3 5 2-- 8 4 2 5 5 SMYTH LUMBER CO. ROOF TRUSS DIVISION D A T E 0 2/ 1 8/ 0 3 DRW SLTUSR352 03049192 SLT-ENG l^1MR2722SOUTHAPOPKA6LVD. APOPKA. FL 32703 407-299-7 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CO NFOP. MA NCE WITH TPI; OR FABRICATING. HANDLING. SH IPFIN6. iHSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORI4S WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST ANO PAPER ASSOCIATION) AND TP L ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 77CC STATE OF Q I` Q.f' 6 C•~ O R,0 •' BC T 0 T LL L D . 0.0 37.0 PSF P S F S E O N - 14758 D U R F A C . 1.25 FROM c- S BPROFESSIONALENGINEERING CERTIFICATE OFAUTHORRIQION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFONSIB ILITY SOLELY FOR THE 7R USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSL/TPI 1.1995 SECTION 2. YNN Feb 18 '03 SPACING 24.0" JREF - 1SOE352_Zll L1D11IH - K4A TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 5X6= 3 X 6 =— 5X6= IlL'NU R—RLV I RUI'I lU I'IrVILR II'IFUI L-- q U11"IL IY JIU—j .UUI'lll I Lu U I In III R. 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE.AND SUPPORT REQUIREMENTS. DEFLECTION MEETS L/360 LIVE AND 1-/240 TOTAL LOAD. 3X6= 5X6= LX4 ZX4% 6 r (A) (A) —1 6 9-4-0 2. 5X4 = 8X8 III B3X10ln = 8X8 III 2.5X4 3X6= 3X6(A1) 1-4y16- g-p -1 I1-4-0 t E iy 7-0- 0 I 21-0-0 I. 7-0-0 _1 35-0- 0 Over 3 Supports— R=1135 U=349 W=8" R=2969 U=836 W=8" R=1278 U=389 W=8" PLT TYP. lAlave TPI95 R Design Crit: TPI STD FLBC 6.10 u OTY:1 FL 1 R - Scale=.187511 Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND RACING. REFER TO HIB-91 )(HANDLING INSTALLING, AND BRACING). PUBLISHED BY TPI (TRUSS PLATE BTO PERFORMINGTHESEDFUNCCTI 7TONS. LESSTOTHEERNISEDINDICATED, TOP537 ICHOROFSHALLFHAVEFPROPERLY ACES TTACHED STRUCTURALPANELS. BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIG CE(LINf,. IMPORTANTN* 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,_ fG.R FIC'4J F.p IrdNO.4274aTICT 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-- 8 4 2 5 6 DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 0.304919.3- SLT-ENG WMR 2722 SOUTHAPOPKABLVD. APOPKA. FL 32703 407-299. 1 522 FAX: 407- 299-91 53 A PROFESSIONALENGINEERING CERTIFICATE OFAUTHORPIATION # 9218 BUILD THE TRUSSES IN CONFORIIANCC WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CO NFOR115 WITH AFFL iCAB LE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER. ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CIA ASTM A65D 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 IN ICA TES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COt1PONENT DESIGN SNONN. THE SUITABILITY AND USE OF THIS COMPON ANSI/ TFIT1FO995NYECT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER STATE OF 7:°< 0 RI I eeyFe b 18 ' 0 3 BC TOT. T0T. LLL D . 0.0 37.0 PSF P S F S (i O N 11392 D U R . F A C . 1.25 FROM S B SPACING S E E ABOVE, J R E F 1 S O E 3 5 2_Z 1 1 kL1014A - K) TOP CHORD 2x4 SP =#2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 3X6 (Al) = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5'..0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2.5X4= 5X6= 2 X 4 L 2X4 0 6 r 6 9-4-0 I,YR= Fyr= YR- 3X6(Al) _ 1-4-0- 1-4-01ry 1_ 9-0-0 _I— 17-0-0 I 9-0-0 1 fE 35-0-0 Over 2 Supports R=1376 U=439 W-8" R=1376 U=439 W=8" PLI IYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 - R - WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND /g T C L L 20.0 P S FBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS 'LATE INSTITUTE. 583 D'ONOFRIG DR., SUITE 200, FIAOISON, NI 57719), FOR SAFETY PRACTICES PRIOR TO pIF7,,;gr FERFO R111 NG THESE FUNCTIONS, UNLESS OTH ERN ISE INO ICATEO. TOF CHORD SHALL HAYE PROPERLY ATTACHED 3. T C D L 7.0 P S FSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I ROOF TRUSS Drv1s1oN ""IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 333 t No'.427014 : p B C D L 10.0 P S FFRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR OFI THIS DESI f,N; ANY FAILURE TO 7/i2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONF OR FIANCE WITH TPI; OR PARR ICATING, HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF Q BC LL 0.0 PSF S FEC IFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE407-299-1 522 CONNECTORS ARE h1ADE OF 20 GA AS7M A653 GR40 GA LV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,,ti RIVPrt1 T 0 T.. L D . - 37.0 P S FFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A- I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY ANO USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESFO NSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. FebF18 D3 SPACING 24.0" Scale=. 1875"/Ft. REF R352--84257 DATE 02/18/03 D R W SLTUSR352 03049194 SLT- ENG /WMR SEQN - 11343 FROM SB JREF - 1SOE352 Zll L1014H - Kb) I n1J Uwu rnr rAn[U r muri Cu riruirm ilvrui (LVHU3 U V1rICiv.t1-10) JVDI-11I ICU Df IRU -, rirn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 3X6(A1) 5X6= 2X4III 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4 2X4# 6 r 6 9-4-0 5X6= 3X6(Al) 1-4-0 1-4-0 rJ H I 11-0-0 I 13-0-0 I 11-0-0 _I 35-0-0 Over 2 Supports 'I R=1376 U=436 W=8" R=1376 U=436 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:2 FL 1 R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NST[TUTE, 583 D'ONOFRIO OR.. SUITE 200, MAOISO N. WI 53719). FOR SAFETY FR ACTICES PRIOR TO PE P.FO RI4 i FIG THESE FUNCTIONS. LINLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPER LY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI61D CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH Tf1: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SFEC'IFICA1i0N PUBLISHED BY THE AhIERFOR AND FAP ER ASSOC IATIOh!) AND TPI. ALPINE CONNECTOR, ARE MADE OF ZO6A ASTM A653 GR40 GALV. STEEL, ERCEPT AS NOTED. APPLY CONNECTORS TO Q ACH FACE OF TRUSS. AND UNLE S•S OTHERWISE LOCATED ON TH I' DESIGN. FOSITION CONNECTORS PER M Rq Qt IFIC.w• Q "T•IjirG ' S No.42704 STATE OF t S P.rQR1o,•' T C T C pBC B C TOT.LD. L L D L DL L L 2 0. 7.0 10.0 O. 37.0 0 O P S F P S F PSF PSFF f'SF R E F R 3 5 2-- 8 4 2 5 8 DATE 0 2 / 1 8 / 0 3 SMYTH LUMBER CO. ROOFTRu55Divt5toN 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299-1522 FAX: 407-299-9158 DRW SLTUSk352 0.3049195 CJ L T- E N G W M R SEON - 11399 D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION 99218 DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING IND iC ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESFONS IBILITY SOLELY FOR THE TRUSS COMFONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. IIM Feb1 8 '0 3 SPACING 24.0" JREF 1SOE352_Z11 Z1614A - R7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 '9 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC 3X6 (A1) 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED*BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2.5X4 = 5X6= 5X6% 5 X 6 6 9-4-0 2X4111 5X8= F V0 2YA III 3X6(A1) 1-4-0 1-4-0 r y I_ 13-0-0 _I_ 9-0-0 _I_ 13-0-0 _I iE 35-0-0 Over 2 Support R=1376 U=434 W=8" R=1376 U=434 W=8" PLT TYP. Wave TPI95 R D e s i g n Crit.: TPI STD FLBC 6.10 OTY:2 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. NETTO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MAD 11SON, NI 53719). FOR SAFETY PRACTICES PRIOR TO f ER FORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I hiPURTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M RqytiFIc. T.'.•C' r'D. 42704 T C T C BC L L D L DL 20.0 7.0 10.D P S F P S F PSF R E F R 3 5 2-- 8 4 2 5 9 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2 / 1 8 / 0 3 DRW SLTUSk352 D3G4 1`h S L T- E N G W M R2722SOUTHAPOPKABLvD. APOPKA• FL 32703 407.299-1 522 FAX; 407-299-91 53 BUILD THE TRUSSES IN C014FORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ERACING OF TRUSSES. THIS DESIGN CONFORMS WITH AF FLICABLE FROVISIOIONSOF NOS1. (NATIONAL DESIGN LpfSPEC CONNECT RSFfATI ARE MADE OFOFD20 CAT AST MMA653 Af,R 40RCATV. STEEL, EXCEPTI AS NOTED ND T AIPLYACO NNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS 0LSIC N, POSITION CONNECTORS PER A 7C STATE OF bQj, f Y40RIlD.• Q BC TOT.LD. L L 0. 37.0 0 P S F PSF SEON 11346 D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERING CERTIFICATE OFAUTH0RI7ATI0N#9218 DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS. C 0MPON ENT OESGN SH,WN. THE SUITABILITY AND USE OF THIS ANSIONENT1 F01995NSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NAL Feb 18 '0 SPACING 24.0" JREF 1SOF352_Zll L10.14A - KO IN13 UwU FhLrAttLU rKUM wrirU1rN INFU I (LVAU3 N UIMrIV3IVw3/ 3ULIM111rJ 15T IrcV33 PirM. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 ( AT) 5X6= 5X6= 120 MPH WIND, 13.06 FT MEAN MGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6 5X6 6 r --1 6 A) ( A) 9- 4-0 2X4111 5X10= 5X6= 11n°1 3X6( Al) 1- 4-0 1-4-0 rr 1_ 15- 0-0 _1_ 5-0-0 _1— 15-0-0 _I 35-0- 0 Over 2 Support. R=1376 U=432 W=8 R=1376 U=432 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL - 1 R - Scale=.1875" Ft. WARNING— TRUSSES REQUIRE EXTREFIE CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND B RACINC. REFER TO HIB-91 (H ANGLING INSTALLINGANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD[SO N. MI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY A FIC •!• 4.•: FT C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 8 4 2 60 DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW. SLTUSR352 03049137- ROOFTRLISSDIVISION IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ND.42%oa BC DL 10. D PSF NOT BEOFORDEVIATIONFROMDESIGN:TO S L T- E N G W M R 2722 SOUTHAPOPKABLVD. W I THLE 8UOIOLDC THETRJSSESAINCONFORMANCELLTPI: OR FABR ICATI NC HANDLINGS I PP I NG,ANY I NSTALL I NGE AND BC L L 0.0 P S F APOPKa, FL32703OFNDS(NALPTNEL DESICN Q],sS•sTATEOF 407-299.1522BRACING ANDPPAPERBAS$0CTA7I0N)VISIONSAND TFI.OF SPECIfICATIONUFURLISHEDTBISTDEJAMERICANOFORESTT ASTMA653 GR40 STEEL. NOTED. Q:•[I RlO,.' T0 T L D 3 7.0 t1 S F S Q N 11351 Fax: 407-299-91 59 CONNECTORS ARE MADE OF 20GA CALM. EXCEPT AS AFFLY CONNECTORS TO I#ACH FACEOF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y A "'•'•• fD U R F AC 1.25 FROM c- J BSEAL DRAWINGCEPTANCELOITRSU1 PPPP____ Ali. 1• PROFESSIONALENGINEERINGCERTIFICATEOF AUTHORIZATION #92la U SSIS COMPON E NT DESI C NT SHONNESTY SOLELYTFORHERESPONSIBIDRAWINGSTHETHEITABILITYONALANDUSEIOFERINGTHISCOMPONENTFOR ANY PARTICULAR BUILDING IS THE RE N51BILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Feb 18 'u3 SPACING 24.0" JREF 1SOE352_Z11 L1D14FA - KJ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 C,ONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) 5X6= r'f to In I URu r—r—U FRvI'I Ivnr UILR ItirvI k—LIJ n U1IILI'O1 Id-1 0-1 ICU UI n 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND'TCDL=5"O PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 2.5X4 6 r -1 6 5 X 6 % 5 X 6 A) (A) 9-4-0 5X6= 5X10 = 5X6= 3X6(A1) 1-4-0 1-4-0 y ty' 17-0-0 _ .I 17-0-0 _1 IEE 35-0-0 Over 2 Supports _I R=1376 U=429 W=8" R=1376 U=429 W=8" PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 01Y:2 FL 1 - R - Scale=.1875" Ft. WARNING`" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M. R T C L L 2 0. 0 P S F R E F R 3 5 2-- 8 4 2 6 1BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE R` i NSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAD ISO N. NI 53719), FOR SAFETY PRACTICES PRIOR TO F ERFORMING THESE FUNCTION$. UNLESS OTH ERN ISE [ND (CAT ED. TOP CHORD SHALL HAVE PROPERLY ATTACHED '1F1 C4T T C D L 7.0 P S F DATE 0 2 / 1 8 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ROOF TRUSSDIYISION -IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N.42704 p BC DL 10.0 PSF DRW SLTUSR352 03049198zFRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO y 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 7[ APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WCiH AfFL[CABLE PROVISIONS OF NDS (NATIONAL DESIGN : STATE OF . BC LL 0.0 PSF SLT-ENG /WMR - SPECIFiCATION PUBLISHED BY THE AMERICAN FOREST AND FACER ASSOCIATION) AND TPI. ALPINE407-299-7522 SiQ vTOT.LD. 37.0 PSF SEQN - 11354 CONNECTORSAREHADOF2OGAASTMAS6R40GALV. STEEL E%CEFT AS NOTED. APPLY CONNECTORS i0 ' FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • L.a.R,O ass/` PROFESSIONALENGINEERINGREARING$ 160 A-Z THE SEAL ON THIS DRANIIT INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING T4 D U R . F A C . 1 . 25 FROM S B RESFONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNIN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZAT10N#921S COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE FIU ILD ING DESIGNER, PER Feb 18 SPACING 24.0" JREF - 1SOE352 Zll ANSI/TPI 1-1999 SECTION 2 kLIO-L4H - KIV) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 3X6 (Al) 5X6= Il1,1 ur1U rRCrmmcu rRun vnrUICM1 iiirui LLU— tl U111-1 110)—01-1111CU UI —0 IIFR. 120 MPH WIND, 13.69 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 % 2. 5X4 6 r 1 6 5X6 % 5 X 6 A) (A) 9-4-0 5X6= 5X8= 5X6= 3X6(Al) 1-4-0 1-4-0 I_ 17-6-0 I_ 17-6-0 _I 35-0-0 Over 2 Supports R=1376 U=429 W=8" R=1376 U=429 W=8" PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 OTY:8 FL 1 R - Scale=.1875" Ft. WARNING`" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND ) T C L L 20. 0 P S F R E F R 3 5 2-- 8 4 2 6 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISH EO BY TP[ (TRUSS PLATE IY INSTITUTE, 583 D'ONOFP,10 DR., SUITE 200. MAD ISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO - .' FIC i_ T C D L 7. 0 P S F DATE 0 2 / 1 8 / 0 3PERFORMINGTHESEFUNCTIONS. IJN LESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED iFSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHAL HAVE A PROPERLY ATTACHED RIGID CEILING. rG 2 ROOFTRU$$DIV1510N `IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F N0.4Z%O4 •' BC DL 10.0 PSF DRW SLTUSR352 03049199_ FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFOP.FIANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND : BC L L. 0.0 P S F S L T - E N G / W M RAPOPKA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i STATE OFSPECIFICATIONPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE f407-299-1 522 S A L- FAX: 407-299-91 53 fACHCONNEFACE OFRTRUSSE ANDEHADOFZUNLESSTOTHERWISE40LOCATEOONETHISEDESIGNASFOOSIiDIONCONNECTORSCO NPERORS TO O R,O `.•`j T 0 T. L D. 37.0 Q S F S E,O N - 11357 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGslnt D U R F A C. 1.25 FROM S B RESPONSIBILITY `•O LELV FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y N • CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 18 SPACINGANSI/TPI1-1995 SECTION 2 4.0 " J R E F - 1 S O E 3 5 2 Z 1 1 2 Ll014A - Ki/) IH1J UWb FKLFAKLU YKUM IUMFUItK 1NFU1 ILVAUJ h U1MtIVJ1UNVl) JUb M11ItU bT IKUJJ -PIr K. TOP CHORD 2x4 SP `#2 :T2,'T3 2x4 SP #1 Dense: 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED.BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X8= 5 X 6 =— 2. 5X4 = 5X8= T2 T. 6 r 6 5X6= 3X8= 3X6 (Al) _ 1-4-0 r 5X6= 2X4III 3X6 (Al) _ 1-4-0 n_n I 35-0-0 Over 2 Supports R=1376 U=441 W=8" R=1376 U=441 W=8" PLT TYP. Wave TPI95 R D e s i g n Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TFI (TRUSS PLATE INS7ITUTE. 583 D'ONOFR IO DR., SUITE 200. MADISO N. W1 53719). FOR SAFETY PR ACT Lf ES Fft IOR TO FERFOR PIING THESE FUNCTIONS. UNLESS OTHERWISE INO ICAT ED. TOF CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOE BUILD THE TRUSSES IN CONFORMANCE WITH 7F I: OR FABRICATING, HANDLING. SH IT PIN'. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOAEST 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 PERDRAWINGS IF.'q%' 3`lG No. 42704 STATE OF r A R,OP ye'+. T C T C BC B C TOT L L D L DL L L L D . 20.0 7.0 10.0 0.0 37.0 P P PSF P P S F S F S F S F R E F R 3 5 2-- 8 4 2 6 3 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 2 / 1 8 / 0 3 DRW SLTUSR352 03049200 S L T - E N G / W M R S EON - 14750 D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERING CERTIFICATE OF AUTHOROJATION#9218 1 ENNINGRESPONS181LITYS0LELYTFORSEALTHETRUSONSICOMPOHEHTDES;GNTES5HOWNCEPTANCTHESUITABILITYONALANDUSEIOFETHISCOMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI)TPI 1-1995 SECTION 2. Feb 18 ' 03 SPACING 24.0" JREF - 1SOE352_Zll Llb.L4A - K10) IM1J UVIU HKLFAKLU HKUM LUMPUILK 1NFU1 (LUAU) u UIMLNJIUN,) JUMM11ItU by IKUJJ MI-K. TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 :B2 2x4 SP SS Dense: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HS1018 = 2.5X4 = 7X6= 2.5X4 = HS1018 = 6 r T2 6 9-4-0 2X4 III B2 3X8= 2X4 IIIHS1018 = — HS1018 3X10(B3) = 3X10(B3) 1-4-0 1-4-0 1_ 5-0-0 _1_ 25-0-0 _1_ 5-0-0 _1 35-0-0 Over 2 Supports I R=2116 U=609 W=8" R=2116 U=609 W=8" PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale=.1875" Ft. WARNING— TRUSSES R.EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 8 4 2 6 48R.ACING. REFER. TO HIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'ONOF P.10 DR.. SUITE 200, MADI SO N, WI 53119), FOR SAFETY FRACTICES PRIOR TO PEERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IHD IC ATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED IFIC •••. JG ' I T C D L 7. 0 P S F DATE 0 2/ 1 8/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRW SLTUSk.352 0.3049201- ROOF TRussDrolsloN IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR000CTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2 HHgjN0.42%04 BC DL 10.0 PSF SLT-ENG 4JMR27225OUTHAPOPKABLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN A STATE OF Jf t j7V,A BC LL 0.0 PSF 407.299-1 522 SPECIFICATION PUBLISHED BY THE AMER IC AN FOREST AND PALERER ASSOCIATION) AND TF[. AIf INE Q v CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I%y'a• R,Oft., TOTT L D . 3 7 . 0 I tf S F S 6 0 N 14787 FAX: 407.299-91 5t9 BACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, FOSITION CONNECTORS PER D U R F A C 1.25 FROM c- SBDRAM160A-Z. THE SEAL ON THIS DRAWING IHD ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 44 PROFESSIONAL ENGINEERING ONGSRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE JREF 1SOE352_Z11CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 18 '03ANSI/TPI 1-1995 SECTION 2. L-LD-L4A - K17J TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 T2 2x4 SP #1 Dense: IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. L_1 4 5X4= I IT I-' UWU YMLYAMtU rK Uri L.UPII'UI tK IN VUI (LVAU3 61 U1 Plt IN31VIV3J 3V OI'llI ICU DI 1AU33 I- - 120 MPH.WIND, 10.31 FT MEAN HGT, ASCE 7-98, CLOSED,BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.-0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4= eam 6f T T 2-4-3 PMA 9i- 0 2.5X4= 6X8= 2X41112.5X4(A1) me= 20-0-0 Over 2 Supports R=836 U=294 W=8" R=725 U=220 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale=.3125" Ft. WARNIN13— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING; AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSiITUTE.. 68? D'ONOFR IO DR., SUITE 200. MADISOfI, NI 63719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ryt A7-A7/j-/ t FlCw •.-I/N T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 8 4 2 6 5 SMYTH LUMBER CO. DATE 0 2 / 1 8 / 0 3 DRW SLTUSR.352 0.3049202ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 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 CONFORf15 WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AME P.ICAN FORGST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 10GA 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 3 jG4, 1NO.4Y%O4 •' a STATE OF k, I:}.' R1O, BC BC T 0 T DL L L L D . 10.0 0.0 37.0 PSF P S F P S F S L T - E N G / W M R S E 0 N 14703 D U R F A C . 1.25 FROM S BPROFESSIONALENGINEERINGDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMFO NENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS N M 4 CERTIFICATE OFAUTHORizA-nON #9216 ColNFONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER. ER A N51/TPI 1-1. SECTION 2 Feb 1 _ SPACING 2 4. 0" JR E F 1 S O E 3 5 2 Z 1 1 41014A - KL.L) Ir113 UNU rmLrAmLu rmvrl I-umruiLtt 11Vrui (LuHuJ d ullmrlY31UIN3) 3UDrI111Cu 61 IKU33 19rtt. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 (Al) = 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 5X4= 2X4 6 (— 1 6 8-0-0 2X4(A1) L1-4-? [1-4 0 1— 10-0-0 I 10-0-0 1 20-0-0 Over 2 Supports R=821 U=285 W=8" R=821 U=285 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 - R - Scale=.3125" Ft. WARNING`* TRUSSES P.EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 O'ONOFRIO DR., SUITE 200. MAD[SO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO INDICATED, TOR CHORD SHALL HAVE PR ER LY ATTACHED QA - Tij Q'(IFI (, ' i %'S Ip T C C L L D L 2 0. 7 0 P 0 P S F S F R E F R 3 5 2-- 8 4 2 6 6 DATE 0 2 / 1 8 / 0 3 S MYTH LUMBER CO. F ERFORMING THESE (UNCTIONS. UNLESS OTHERWISE STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I DRW SLTUSR352 03049203. RooFTRussDrnsloN 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 HHH I No•42704 I/0 H BC DL 10.0 PSF SLT-ENG WMR2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND z STATE OF BC LL 0.0 PSFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AFPLI CABLE PRO ISIONS OF NDS (NATIONAL DESIGN SPEC IF (CATION FUBLIS•HEO BY THE AMER'CAN FOREST AND PAP EA ASSOCIATION) AND iPI. ALPINE PP SW0N 14713407-299-1 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO R10,•'• TOT. L D 37.0 P. S F FAX: 407-29991 5P 6.ACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S NA ti D U R F A C 1.25 FROM S BDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING CERTIFICATE OF AUTIHORrZATION #9218 RESPONSIBl LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS C014PONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER. ANSI/TPI 1-1995 SECTION — F e b 18 0 A S P A C I N G 2 4. 0" SPACING J R E F - 1 S O E 3 5 2 Z 1 1 L1014A - Kee) TOP CHORD 2x4 SP f2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 2X4 (Al) 5X4= 5X4= I M I J UNU I'H tr AMLU rrcUI'I 1,V19rUICR Ilv rUI L-- a lirite'III v 111 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND-TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD 6 (— 1 6 8-0-0 RYA- 2X4(A1) L1-4-?j I 9-0-0 1 2-0-0 I 9-0-0 I 20-0-0 Over 2 Support R=821 U=282 W=8" R=821 U=282 W=8" PLT TYP. Wave TPI95 R Design Crit.: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale=.3125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20. 0 P S F R E F R 3 5 2-- 8 4 2 6 7BRACING. REFER TO HIB-91 (HANDLING INSTALLINC AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSiITU7E, 503 D'DNDF R10 R. SU IiE 200, MAD SO WI 53719), FOR SAFETY PRACTICES PRIOR TO F ERFORMINC, THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF CHO P,D SHALL HAVE PR Of ERR ATTACHED C.4T. T C D L 7. 0 P S F DATE 0 2 / 1 8 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. ROTTOIN CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ROOFTRL155D1YISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j No.42704 : BC DL 10.0 PSF DRW SLTUSR352 03049204 PRODUCTS, INC. SHALL NOT BE RESFON SIBLE FOR ANY DEVIATION FROM THI`. DESIGN; ANY FAILURE i0 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SH IPFING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S S•TT OF , BC 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. ALPINE407-299.1522 5,` L CONNECTORS ARE MADE OF 20GA ASTM A653 OR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO P• T D T. L D. 37. O P S F S E O N - 14794 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ••A R10 • PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1 1 D U R . F A C . 1 . 25 FROM S B RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS F CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 1$ SPACING 24. O° LlR E F '- 1 S 0 E 3 5 2_Z 1 1 ANSI/TPI 1-1995 SECTION 2. L1014A - K,.J) 1 n1 l Lr WU YKtr AKtu YKUN l.Ulvi UItK IIIFUI (LUAU) IS UIMLNJIUNJ) JUt5M11 itU dY IKUJJ MFK. TOP CHORD 2x4 SP #2 :T2 2x4 SP SS Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 3X8(Bl) LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 21.46 BC From 4 PLF at -1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.46 TC 315 LB Conc. Load at 7.06, 12.94 TC 163 LB Conc. Load at 9.06, 10.94 BC 459 LB Conc. Load at 7.00, 13.00 BC 73 LB Conc. Load at 9.06, 10.94 4X6= 4X8= 12 6 1 6 8-0-0 2X4III 3X8(Bl) L1-4-2 L1-4-2::j 7-0-0 _L 6-0-0 _i_ 7-0-0 20-0-0 Over 2 Supports R=1830 U=923 W=8" R=1830 U=923 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 - R - Scale=.3125" Ft. WARNING`* TRUSSES REOLtIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE RA- vim_ T C L L 2 0. 0 P S F R E F R 3 5 2 INSTITUTE, 583 D'ONOFR IO DR., SUITE 200. t1ADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO FERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SHALL HA4E PROPER LV ATTACHED Q F CIj••. /N r*•. F T C D L 7.0 P S FLUMBERCO. DATE 0 2 / 1 8 / 0 3SMYTHSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ND•42704 ROOF TRUSSDIYISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03049205- S L T - E N G / W M R2722SOUTHAPOPKASEND. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFOR115 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF BC I I 0.0 P S FULL 2a°''2ss'S2z SPECIFICATION PDBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A LOR,OP• / QFAX: 4- 299-1 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TOEj,CH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERee•••nnyam• 4 TOT.LD. 37.0 PSF SUN 11437 D U R F A C 1.25 FROM S BDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 RC SPO NSIBI L ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SN0WN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PC 1-1995 SECTION 2. F e b 18 ' 03 24. 0" SPACINGANSI/TPI J R E F 1 S O E 3 5 2 Z 1 1 L1014A - KZ4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Wedge 2x6 SP #2: HIS DWG PREPARED FROM COMPUIER INPUT (LUAU) G U1MtNJ1UNJ) SUbMIIIEU BY IKUSS MhK. 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 1 HIP SUPPORTS 2-11-15 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= C•J LX4 (A1) 3X10 III ZX4(Al ) L<1-4-0 O , LE1-4-0?+ 1_ 2-11-15 _1_1-8-1_1_ 3-0-0 _1 7-8-0 Over 2 Supports R=486 U=268 W=3.5" R=359 U=199 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:l FL 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLI-NG AND • R T C L L 2 0.0 P S F R E F R 3 5 2-- 8 4 2 6 9BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), - I. PUBLISOR HED BY TPI (TRUSS PLATE pFERERMINGTHESEDFUNCTIONS. UNITE SSTOTHERW I SE INDICATED, TOPISN. I CHORD SHALL HAVETY RACTICES PRIOR TO PROPERLY ATTACHED rV' FI T C D L 7.0 P S F DATE 0 2 / 1 8 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F N0. 42704 ROOF TRUSS DIVISION t"IMPORTANTN FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 0.3049206FRODUCTS, INC. $HALL 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 STATE OFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORM, WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S S ' 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 A RlOP• 407-299-1 522 4 TOT . L D. 37.0 P S F S E O N - 14760COPINECTORSAREMADEOF206AASTMA643GF40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ••..wFAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTH ERNISE LOCATED ON THIS DESIGN. POSITION ON FER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25 FROM S B RESPDNSIBI LIT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORFL.TION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE PUILDING DESIGNER, FER Fob 18 'D,S ANSI/TPI 1-1995 SECTION z. SPACING SEE ABOVE JREF - 1SOE352_Z11 Clul'FA - KCD I IlIZ' UWU rKtrArceU rMUPi 6UPIrUILN INFU I (L,UNUJ N UI rIL 14J IUNJ) JUOPIII ILU nT IMUJJ rirn. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 Lt Wedge 2x6 SP #2: 5X4= 120 MPH WIND, 12.94 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6 E— 6 12- 0-0 2 X 4 III 2X4( A1) = 2X4(A1) 3 X 10 III L< 1-4-0 0 , 41-4-Oy 1— 3-10-0 _i_ 3-10-0 _I 7- 8-0 Over 2 Supports R= 418 U=290 W=3.5" R=312 U=193 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:3 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR I0 DR., SUITE 200, MAGI SON. HI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED R p' F(•., j T CL T C L D L 20. 0 7. 0 P S F c PSFFR E F R 3 5 2-- 8 4 2 7 0 DATE 0 2/ 1 8/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JG to S DRW SLTUSR352 03049207 ROOFTRUSSDIVISIONIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F ND. 42704 ' BC DL 10.0 PSF PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO SLT- ENG WMR 2722SouTHAPOPKABLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONF OP.MS WITH APPLICABLE PROVISIONS OF NO(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST A110 FAf EA ASSDCIAT ION) AND TPI. AIf INE STATE OF ,•Q` BC LL 0.0 PSF S E,Q N - 1476 2 407-299-152z CONNECTORS ARE MADE OF 206A ASTM A653 GR40 6ALV. STEEL. EXCEPT AS NOTED. APPLYCONNECTORS TO Pf y O R O,• av T 0 T L D 37.0 S F FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A •"«" P D U R F A C 1.25 FROM c- SB ORAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OIyA E PROFESSIONALENGINEERINGCERTIFICATE OF Al1THORRATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. F e b18 '03 SPACING 24.0" J R E F - 1 S 0 E 7 352L1 1 Z1614A - V1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f3 120 MPH WIND, 12.99 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 3X4= 6 F-- 6 2X4(D1) = 2 X 4 (D1) 12-4-3 1_ 2-0-0 _1_ 2-0-0 I 4-0-0 Over Continuous Su ort R=74 PLF U=45 PLF W=4-0-0 PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R - Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND Rqy T C L L 20.0 P S F R E F R 3 5 2-- 8 4 2 7 1BRACINC. REFER 70 HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO QR., SUITE 200, MAD ISO N, WI 53119). FOR SAFETY FR ACTICES PRIOR TO F ERFOP.MING THESE FUNCTIONS. UNLESS OTH ERN ISE INDICATED. TOPCHORD SHALL HAVE PROPERLY ATTACHED t CFI (,'•••••• lG % T C D L 7.0 P J FSLUMBERCO. DATE 0 2/ 1 8/ 0 3 MY H STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. f N0.42%O4 ' a ROOFTRussDIVISION IMPORTANTN FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1LY BC DL 10.0 PSF DRW SLTUSR352 03049208 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUIUD THE TRUSSES IN CONFORMANCE XI7H TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPIFICATION PUBLISHED BY THE AFIERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7C STATE OF • Q A B C L L 0 . 0 P S F S L T - E N G / W M R SEON 11446407-299.1522 FAX: 407-299-91 53 CDECIIPI ECTORS ARE MADE OF 201:A ASTM A653 CR40 GALV. STEEL, EXCEPT AS NOTED. AFFLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R110' tt (.- TOT.LD. 37.0 PSF D U R . F A C . 1.25 FROM S BPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DFAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING XF ` RESPONSIBILITY SOLELY FOR THE TRUI SS COMPONENT DES ON SHOWN. THE SUITABILITY AND USE OF THIS7SPACING24. 0" J R E F 1 S O E 3 5 2 ' 11CERTIFICATEOFALFTHORRATION #9218 COMPONENT FOP. ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 18 '03 ANSI/TPI 1-1995 SECTION 2. L1b111A - VC) n1J uRu rRCrHRCu F-mum 6urIrUICR inrui (LVHUJ 01 U11-1cl—lul—I—01-Il1FLU UI 1 0 III R. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 6 E— 16 2X4(Dl) = 2X4(Dl) 2 X 4 III 1_ 4-0-0 _i_ 4-0-0 _1 8-0-0 Over Continuous Support R=74 PLF U=27 PLF W=8-0-0 120 MPH WIND, 12.49 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M. /Q T C L L 20 .0 P S F R E F R 3 5 2-- 8 4 27 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO R. SU ( HANDLING 200, MADISO N, WI 53719), FOR SAf ETY PP.ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF CHORD SHALL HAVE PP.OFERLY ATTACHED p ;' F T C D L 7.0 P S F DATE 0 2/ 1 8/ 0 3 S my'TH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tlT(N. !' ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESi GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 3d F No. 42704 BC DL 10.0 PSF DRW SLTUSR352 03049209• 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 NOS (NATI-0NAL DESIGN QSTATE OF BC LL 0.0 PSF SLT-ENG /WMR 407-299- 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE !jj S ' (I CONNECTORS AREMADEOF20GAASTMA653GR40GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO (/ 0 R'O'V TOT. L D. 37.0 R S F S 6 O N - 1143 3 FAX: 407- 299-9153 E11CH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p' 4' PROFESSIONAL ENGINEERING DP.S40NCS 160 A Z. THE SEAL. ON THIS DRANING INDICATES ACCEPTANCE OF PR OfESSIOHAL ENGINEERING il oNML D U R . F A C . 1 .25 FROM S B RESPONSIBILITY SOLELYFOP. THE TRUSS COMPONENT OESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1, CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 18 _ SPACING 240" J R E F - 1 S O E 3 5 2_Z l l ANSI/TP1 1-1995 SECTION 2. 11014A - V4) TOP CHORD 2x4 SP '#3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 5X4= 6(— 6 2X4 (D1) = 2X4 (D1) 0-0-8 2 X 4 III I, 3-10-0 _I— 3-10-0 _i 7-8-0 Over Continuous Support— R=74 PLF U=28 PLF W=7-8-0 THIS DWG PREPARED FROM COMPUTER INPUI (LUAU) & UIMLNSIUNS) SUGMIIItU by TRUSS MrK. 120 MPH WIND, 13.43 FT MEAN HGT, ASCE 7-98, CLOSED•BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 0-0-8 12-3-11 PLT TYP. Wave TPI95 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 wBRACING. REFER 70 HIB-91 - (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 P S F R E F R 3 5 2-- 8 4 2 7 3 i NST ITUTE, 583 D'ONOFRIO DR., SUITE 200, MAD ISO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO FIC,4 •. / F ERE RMINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED rV "T T C D L 7.0 P S F DATE 0 2/ 1 8/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j NO.42704IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED qROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES ANY FAILURE TO * * BC DL 10.0 PSF DRW CLTUSR.352 03049210 2722 SOUTH AF'OPKA BLVD. BUILD THE TRUSSES. IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND STATE OF B C L L 0.0 P S F S L T - E N G / W M RAPoPKA, FL 32703 BRACING; OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVI'IONS OF NOS (NATIONAL DESIGN SPECFECIFICATION PUBLISHED BY THE AME P. ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •' 407-299-1522 '•<OR10,• TOT.LD. 37.0 PSF SEQN - 14804CONNECTOR' ARE MADE OF 20CA AST Fi A113 GA 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .... FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLES$ OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Al DU.PAC . L 2 5 F RO M S BRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE P. E SPON S I BI L ITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION 2. Feb 18 '03 SPACING 24.0" JREF - 1SOE352_Z11 IL1014A - N-L) 1 1.11 I. .. -I I LL, L,, 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 II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 0-0-1 LIE 1-10-10 -1e 9-10-13 _I 9-10-1 Over 3 Supports R=400 U=223 W=10.564" 1 R1052 U=180 3-9-14 0 R=386 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND A BRACING. REFER TO H10-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 'gjfjVj T C L L 20. 0 P S F R E F R 3 5 2-- 84274 NST ETU7E. S83 D'O NOFRIO DR., SUITE 200. MADISON. NI 53719), fOR SAFETY PRACTICES PRIOR TO 010 t F C.q •• F ERfORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOF CHORD SHALL HAVE PROPERLY ATTACHED T T C D L 7, 0 P S F D A T E 0 2/ 1 8/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIC[0 CEILING. ROOFTRUSSDIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1: :1 BC DL 10.0 PSF DRW- SLTUSR.352 03049211 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE i0 7C 7C 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND STATE OF •CC BC LL 0.0 PSF SLT-ENG /WMR APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AFPL ICAB LE PROVISIONS OF NDS (NATIONAL DESIGN . Pr ` 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • O R O,••• T 0 T . L D . 3 7 . 0 P S F S E Q N- - 11389 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTPI A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS T0'*•,,,,•,.• EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESICN, POSITION CONNECTORS PEP, s/A`t PROFESSIONAL ENGINEERING hAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING YY(YM 44 D U R . F A C , 1 2 5 F R 0 M S B RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION 59218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F P b 18 ' 0 3 S PAC ING S E E ABOVEJ J RE F - 1 S O E 3 5 2 Z 1 1 ANSI/TPI 1-1999 SECTION 2 L1b14A - HZ) TOP CHORD 2x4 SP'#2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. 0-4-3 2X4(Al) = 2X4III L'!E 1-10-10 --"11-9-14- 1 - —5-3-0 7-0-2 Over 3 Supports— R=683 U=423 W=8" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER*** SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.92 to 54 PLF at 7.01 BC Front 4 PLF at -1.92 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.01 TC 93 LB Conc. Load at 4.:31 BC 93 LB Conc. Load at 4.31 11-10-3 R=101 U=180 2-9-14 1-- R=32 U=180 PLI IYP. Vlave IP195 K Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC710NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED 5T RUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I DURT. INC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 41c; ' t N. 42704 : TC T C BC L L D L DL 20.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 8 4 2 7 5 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2/ 1 8/ 0 3 DRW SLTUSR.352 03049212 2722 50LrrH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 407.299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TP C OR FABRICATING, HANDLING. SHIPPING,. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SFErIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM Afi59 GR40 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER`s/pryAl' STATE OF f 4SpR,0 "•'r :( B C TOT L L L D . 0. 37.0 0 P S F P S FPSF cJ L T" E N G W M R S E O N 14798 D U R F A C . 1.25 FROM c- S BPROFESSIONALENGINEERING CERTIFICATE OFAUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFONS IB ILITV SOLELY FOR THE TRUSS COMFO NENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSIONENTIFOOR ANY YE PARTICON ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOT NG DESIGNER, PER Fob 18 '-03 SPACING 24.0" JREF 1SOE352 Zll L1014A - 113J TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 HIPJACK SUPPORTS 2-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 16 3 1-9-14 1-0 R=18 U=180 L-!E 1-10-10 I_4-2-15> 4-2-3 Over 3 Supports{ R=97 PLF U=102 PLF W=1-9-2 120 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:l FL 1 - - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE /Q,,_ T C L L 2 0. 0 P S F R E F R 3 5 2-- 8 4 2 7 6 INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR 7O PEP.F ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED a ; (t'FIC F T C D L 7.0 P S F DATE 0 2/ 1 8/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ?4 : ROOFTRUSSDIVISION "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j NO.as%QAi S BC DL 10.0 PSF DRW SLTUSR352 03049213 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONATION FROM THIS DESIGN: ANY FAILURE TO 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 7C APOPKA, FL 32703 BRACING OF SPEC If ICATIONLiFUBU SHED78IST DESAM ER ICANIGOFORESTTANDPCAFERRLEASSOCO1A710N) sOF AND TPI. (NATIONAL DESIGN : STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407- 299-' 522 CONNECT ARE MADE OF ZOCA ASTM A653 GR40 CALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ';C4`•'•ate T 0 T . L D . 37 .0 P S F S E O N - 14796 FAX: 407-299-91 53 FNACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER [a .. R,0'. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t fl1 D U R . F AC . 1 . 25 FROM S B R ESFONSIBILITYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I7ABILITV AND USE OF THIS IIM` c CERTIFICATEOFAUTHORrZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b18 SPACING S E E ABOVE J R E F - 1 S 0 E 3 5 2_Z 1 1 ANSI/TPI 1-1995 SECTION 2. - L1014A - M.3A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 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 II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. Lt Wedge 2x6 SP #2: HIPJACK SUPPORTS 2-11-7 SETBACK JACKS W/VERT OVER BEARING ONLY. 1-1-1 CANT ONE FACE, 1-1-1 CANT OPPOSITE FACE. 4. 2 4 I-- +1T6 - 3 R=31 U=180 0-4-3 1-9-14 1 - 0 R=54 U=180 2X4(A1) = 3XlOIII L__1-10-9->Jc1-5-11i1E 2-9-3— 1 4-2-1 Over 3 Supports{ R=334 U=241 W=4.95" PLT TYP. Wave TPI95 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 91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'ONOFRIO OR., SitI TE 200, MADISON, HI 63719)' PUBLISH FOR SAFETY PP.ACTIC ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISEINDICATED. TOF CHORD SHALL HAVE PR OF ERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. A 7 s -A/f-/ y :F C '•' G T•• T C T C L L D L 20. 7.0 0 P S F P S F R E F R 3 5 2-- 8 4 2 7 7 S MYTH LUMBER CO. DATE 0 2 / 1 8 / 0 3 DRW SLTUSR 352 03049214ROOFTRUSSDIVISIONIMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.4Z%O4 BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. FR ODUCTS. INC. `HALL NOT BE RESPONSIBLESIB LE FOR ANY DEVIATION FROM THIS DESIGN ; ANY FAILURE i0 BUILD THE TRUSSES IN CONFORMANCE WITH TF I: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 : p 7C Y SLT-ENG WMRAPOPKA, FL 32703 407-299-1 522 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S FEC[FICATIOH PUBLISH ED BY THE AME RIC AN FOREST AND PAF ER ASSOCIATION) AND TPI. ALPINE t STATE OF ;" i° P V BC LL 0.0 PSF FAx: 407-2999153 CONNECTORS ARE MADE OF ZOGA ASTM A3 GP,40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, POSITION CONNECTORS PER yV TOT L D. 3 7. 0 P S F S E Q N 14739 AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. DRAWING 160 A.Z.THE SEAL ON THIS OR AN ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE ERIN6A7s/ PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS D U R F A C . 1.2 5 FROM S B CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TFI 1-1995 SECTION 2. F e b1 8 SPACING SEE ABOVEJ JREF 1SOE352_Zll L 1D1'4H - C1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -10-4 R=163 U=180 3-10-3 0 R=73 U=180 L<1-4-o-1E 7-0-12 _1 L7-0-0 Over 3 Supports R=363 U=197 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:16 FL - 1 - R - Scale =.375" Ft. WARNING"' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE4 INSTITUTE. B83 D'ONOFRIO DR.. SUITE 200. MAD ISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO F ERFORMIN6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TO'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 RE'.•FONS[B LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R GA F(, l•.• v %' : 6 llG 3333rNo.42704 55pp T C L L T C D L BC DL 20 7. 0 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 8 4 2 7 8 DATE 0 2/ 1 8/ 0 3 S MYTH LUMBER CO. ROOFTRUSSDIYISION DRW SLTUSR352 03049215 S L T - E N G / W M R 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407- 299.1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9210 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF iP. LISSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GP.40 GAL V. STEEL, E%CEFT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITIO NCON HECTORS PER DRAWINGS I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING`s0NA. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ISTHERESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. STATE OF r 5 0OR `••• vt Fe b 18 ' 03 B C L L TOT . L D. 0.0 3 7 0 P S F P S F S E O N 11410 D U R F A C . 1 .25 FROM S B SPACING 2 4. 0" J R E F - 1 S 0 E3 5 2_Z 1 1 .. L1014A - LC H1J UWG NHLNAHLU LHUM (,UMNUItK 1NF'UI (LUAU) & U1MtNJ1uN,) JUGM111tU bT tKUJJ rlrK. TOP CHORD 2x4 SP f2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. I1-10-4 R=109 U=180 2-10-3 0 R=48 U=180 Lc1-4-0rs5-0-12 5-0-0 Over 3 Supports R=294 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. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 - R - Scale =.375" Ft. WARNING"" TRUSSES REOUIR.E EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACIIJ 6. REFER TO H[891 (HANDLING INSTALLING AND BRACING), FUBLI SHEDED BY TPI (TRUSS ELATE INSTITUTE, 583 D'O NO FRIO R. SUITE 200, MAD ISO N, WI 63719), FOR SAFETY PRACTICES PRIOR TO P ERE RMINC THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED RA- T 'T/ I i T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 8 4 2 7 9 DATE 0 2/ 1 8/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, G'/ DRW SLTUSR352 0.3049216ROOFTRUSSDIVISIONIMPURTANIWCFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. 0.LENGINEERED FR ODUCTS. INC. SHALL NOT BERES PONSIB LE FOR ANY DEVIATION FP.OM THIS DESIGN; ANY FAILURE TO 1 i1iD. 4Z%Q4 1n 77CC BC DL 10.0 PSF S L T- E N G / W MR 2722SOUTHAPOPKABLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF S ' BC L L 0.0 P S F 407- 299-1522 FAX: 407-299-91 53 SPECIFICATION FUBLI SH ED BY THE AM ERICANFOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZO GAASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOL'ATED ON THIS DESIGN, POSITION CONNECTORS PER S o O R,OP::( ny ` 7s/ jfe,e t TOT. LD. 37.0 PSF SEON 14754 D U R F A C 1.25 FROM S B DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VV/./ DD PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUiLDING DESIGNER, PER ANSI/TPI 1-1998 SECTION 2. Feb 18 '03 SPACING 24.0" JREF ISOE352_Zll L1014A - rJ iniD Uwa r71LrAm LU rnum umruirn irvrui LLuHUa N VI ME INa I V113J 3UD[-I111LU DI IRUOO r-ir n. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 2X41 T 1-2-14 2 X4 III 1., —3-3-4 3 2-8 Over .3 Supportsi R=119 U=180 W=11.314" I -10-4 R=82 U=180 2-10-3 0 R=37 U=180 120 MPH WIND, 11.38 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL - 1 R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2-- 8 4 2 80BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE iND ICATED. iDR CHORD SHALL HAVE PROPERLY ATTACHED F C'•F T C D L 7.0 P S F DATE 02 1 8/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. pIMPORTANT^"" FURNISH A COPY OF THIS DESIGN i0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j • LTC DL 10.0 PSF DRW SLTUSR352 3 49211ROOFTRUSSDiv1S10NPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 No. 42704 p2722SOIJTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TF1; OR FABP.ICATINLE PRG. 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 BFECIF IC AT IONU PUBLiSHE DT BYSTH EJAMERIOANOF ORESTTH AA NDPFAFERICBASSOCOIATION)SIONA ND 70] (NALPO DNADESIGN 1 STATE OF • 407- 299-1522 S C• s V CONNECTORSAREMADEOF20GAASTMA653GR'0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ' ^ { (/ T 0 T . L D . 37.0 P S F S E QN - 14800 FAX: 407.299-9 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p•'•.y R O • PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /NA`(` D U R . F A C . 1.25 FROM S B RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN,' THE SUITABILITY AND USE OF THIS V CERTIFICATE OF AUTHORRATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 1 8 ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0" JREF - 1SOE352_Zll kL1014H - L4f TOP CHORD 2x4 SP '#3 BOT CHORD 2x4 SP #3 164 R-47 U=180 1-10-3 1 -0 R=23 U=180 Lcl-4-011,-3-0-12-->j 3-0-0 Over 3 lupports R=233 U=180 W=3.5" I IT I,, UWU F'Mtl'AMt0 YMUM LUPIYUICM IIYI-UI LLUAU3 N UIEIEIYJIVIYJJ JUDI'I111ELI DI 1rt VJJ 1-11n- 120 MPH WIND, 12.73 FT MEAN HGT, ASCE 7-98, CLOSED-BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 - R - Scale =.375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACINC), PUBLISHED BY TPI (TRUSS PLATE 1NSTiTUTE, SB3 D'ONOFRIO DR., SUITE 200. FIADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO FERFORMING THESE FIJNCTIONS. UNLESS OTHERWISE 1NDICATED, 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 FRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABP. ICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS SPECIFICATION PUBLISHED BY THE AMERIC AN FOREST AND PAPER ASSOCIA T[ONI AND iPi. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEP AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISELOCATED ON THIS DESIGN, POSITION CONNECTORS PER w _ 11FiC,4 •' Fj(A T ND. 427041 y S7C7[ 1 STATE OF ;ram S ,p Q, O R,O.•''• r A7s//ft 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 37.0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 84 2 8 1 SMYTH LUMBER CO. ROOF TRUSSDIvISION 2722 SOUTH APOPKA EILVD. APOPKA, FL 32703 407-299.1 522 FAX: 407-299-9153 DATE 0 2/ 1 8/ 0 3 DRW SLTUSR352 0.3049218 S L T - E N G / h1M R S E 0 N - 14733 D U R F A C . 1.25 FROM S B PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A- I.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPO NS 181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI TPI 1-1999 SECTION 2. F e b18 'O 3 SPACING 24.0" JREf - 1SOE352_Z11 L1bl4A - l,l) I M 1 J uwU YHLYAKLU rKum I,urlrulLn irvrul ILU AUJ & uI PILPIJ I U143) dunrIIILu nI Ircu„ I -Ur K. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 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. 6f 2X4(Al) L<1-4-0 1-0-12 1-0-0 O7---1 ports 0 - lfo---U 10804 9-4-0 R= U=180 R=247 U=275 W=3.5" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:14 FL 1 - R - Scale =.375" Ft. W ARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO R. SUITE 200, MADI SON, NI 53719). FOR SAFETY FR ACTICES PRIOR TO PERFO P.MINC THESE FUNCTIONS: UNLESS OTHERWISE INDICATE., TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTUP.AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIC,10 CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUCTS. 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 KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN PECIFICATION PUBLISHED BY THE AMERICAN FORE`T AND PAPER ASSOCIATION) AND TP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO BACH FACE OF TRUSS. ANH UNLESS IDR LOCATED ONATHIS )ESIGN, POSITION CONNECTORS PER 6 { A M IY /}' F cw'. Ap 7 cn " l N0.42704 as 1 : : M 7c Y STATE OF S S [(," A R14 f.f V T C T C BC BC T 0 T. L L D L DL L L L D. 20. 7. 10.0 0. 3 7 0 P 0 P PSF 0 P 0 P S F SF S F S F R E F R 3 5 2-- 8 4 2 8 2 DATE 0 2 / p18 / D 3 SMYTH LUMBER CO. ROOFTRLISSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407.299-91 5 e3DRW SLTUSR352 0.3049219 S L T - E N G / W M R S E 0 N - 11375 D U R F A C . 1.25 FROM S B PROFESSIONALENGINEERINGDRAWINGSNTHIS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEFTA THE OF TABI SSIO AND EII GINEER IS RESPONSIBILITYSOLELYFOP. THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p O NAA1` SPACING 24.0 JREF 1SOE352_Z11 CERTIFICATEOFAUTHORPIATION#9218 COMPONENTBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSECTIONASI F(,b 18 L1014A - IZ) I H I J UWG NHL FARtU FRUM LUMPUILK INVUI (LUAU) N Al t "'I 1-1-IFII- u1 1-1 -- TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 6 F-- 2X4(Al) L<1-4-011.z-- 3-0-12---j 3-0-0 Over .3 Su ports R=234 U=180 W=8" 9 40 R= 46 U=180 1- 1II0-3 8i0.- 0 R= 23 U=180 120 MPH WIND, 8.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP- Vlave TPI95 R Design Crit: TPI STD FLBC 6.10 QTY:10 FL 1 - R - Scale =.375" Ft. WARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M M e TIC L L 20.0 P S F R E F- R 3 5 2-- 8 4 2 83 BRACIIVG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI (TRUSS PLATE '7 INSTITUTE, 583 O'ONOFRIG OR.. SUITE 200, MAD ISON. W[ 53119), FOR SAFETY PRACTICES PRIOR TO ` • ,.• Cw T C D L 7.0 P S F 'DATE 0 2 / 1 8 / 0 3 FERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED -T SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f( •'p -- ROOFTRUSSDIY1310N "" IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0.42704 p BC DL 10.0 PSF DRW SLTUSR352 03049220 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOP. ANY BEVIATION 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 5TA EOF ;C B C L L - 0.0 P S F S L T - E N G / W MR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT . L D . 37.0 P S F S.E Q N - 11371 407-299-7 522 O R10 1 CONNECTORSAREMADEOF2OGAASTMA6536R40GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407.299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••('••.,,•...•' PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM S B RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS / CERTIFICATE OF AUTHORIZAmON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS• THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b18 SPACING 24. 0" J R E F - 1 S O E 3 5 2 Z 1 1 ANSIJTPI1-1995 SECTION 2 - tL1C114H - 00) — r ll—LV 1-11 I. V I'IrUILR 11YrUl (LUAUJ U U11-1 d1UIVJ) JUDI•IlI IELI DI IRUJJ Mir TOP CHORD 2x4 SP #2 120 MPH WIND, 9.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 -6-4 R=108 U=180 2-10-3 0 R-48 U=180 IP4V— < 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:8 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, MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TOINSTITUTETHESEfUINCTIONS. UNLESS OTHERNISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED wIYI /•,q,- t P F. T C T C L L D L 20.0 7.0 P P S F S F R E F R 3 5 2-- 8 4 2 8 4 DATE 0 2/ 1 8/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. AC 70R. ALPINE ENGINEEREDROOFTRUSSDIVISION f 14O.42704 BC DL 10.0 PSF DRW SLTUSR352 03049221 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN B C L L 0.0 P S F S L T E N G W M RAPOPKA, FL 32703 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t STATE OF i ' A •ci' FAX: 407-299-91 53 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 4ACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER f e•A'•. .R O T 0 T L D . 37.0 P S F S E 0 N - 11380 D UR F A C 1 5 FROM0M S BDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER INGVsPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 2 SPACINGANSI/TPI 2 4. D" J R E F - 1 S O E 3 5 2 Z 1 1CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 1-1995 SECTION 2 F p b 18 .. ASCE 7, 98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C. 2X4 BRACE GABLE VERTICAL SPACING SPPECIES 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" I1' 3" 13' 1" 13' S" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8- 4" 8' 4" 10' 0" 10' 0" 13, 1" 13, 1" HF STUD 3' 4" 4' 10' 4' 10" 65" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 0 STANDARD 3' 3" 4' 2'" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" B' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' II" 10' 11" 11. 10" 13' 1" 14' 0" C S P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" Q 3 3' 6" 5' 0"" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Q CQ D F L STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" B' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' B" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" I-- 1 1 / 2 3' 11" 6' 9" 6' 11" 8'. 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0'" E ' U S P F 3 3' 10" 6' 0" 6' 0" 7" 11" 7' 11" 9' 6" 1 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' I1" 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" SP 2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" cD 3 4' 0" 6' 2" 6' 2" B' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" D F LSTUD 4' 0" 6' 1" 6" 1" 8' 0" 8' O" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 1 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" SPF34' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13, 10" 13' 10" 14' 0" 14' 0" HF STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C S P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6'" 10' 6"' 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5..1 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10'" 14' 0" 14' 0" 14' 0" r- I D F L 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'" e' 0" 10. 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" SYM11 2X4 # 2N OR BETTER DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE 18" DOUBLEDWHENDIAGONALBRACE IS USED. CONNECT DIAGONAL BRACE FOR 870H EACH WEB BRACE ATEND. MAX TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, Z T OR BETTER DIAGONAL I 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. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEM -FIR 1 2 ISTANDARD 2 STUD 3 1 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM - FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 1 #1 2 # 2 GABLE TRUSS DETAIL NOTES: UVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG. OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. FOR ( 1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 1B" END ZONES AND 4" O.C. BETWEEN ZONES. FOR ( 2) "L" BRACES: SPACE NABS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 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. r ! " ' \- THIS DRAWING REPLACES DRAWING A10030E INSTALLING R NDUSBRA ESCINGREQUIREREFERXTOE IB-911MER HANDLEININGIINSTALLINGNANDBRACING), PUBLISHED REF ASCE7-98-GAB12030 BY TPICTRUSSPLATEINSTITUTE, 583 D'ONOFRIO DR., SUITE 200, hIA ISO,, WI. 53719> FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD No. 42704 DATE 09/10/01 SMYTH LUMBER CO. SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DR1YG A12030EC0901 xx]MPORTANTxxFURNISHACOPYOFTHISDESIGNTOTHEINSTALLATIONCONTRACTOR. ALPINE ROOF TRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ENG 2722 SOUTHAPOPKABLVD. DESIGN/ ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, STATE OF APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE i 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF O 4O TOT. LD. 60 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1O• e i n •• _•` ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINESUITABIELIING v_(/ 0• N PROFESSIONAL RESPONSIBILITYFORTHEDESIGNSHOWN. THE///"v+ MAX.- SPACING 24.0 " CERTIFICATE OFAUTHORIZATION #921 TY AND USE THISSOLELY COMPONENT FORANY P RDTIC.LARTBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 141U31;e_gyp"-!'_!! GABLE DETAIL sYM. ABOUT FOR LET —IN VERTICALS VERTICAL LENGTH RIGID SHEATHING REINME ll GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP" LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' B" 2X4 2X8 GREATER THAN 11' 6" 2.5X4 2.5X8 Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 2X4 2X8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN, ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE CABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015ENO699. A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 A11030ENO699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, SD7015EN0699 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699. S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 "T" REINFORCING MEMBER 2x4 "T" REINFORCING MEMBER TOENAIL . TOENAIL i TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON 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. B LENGTH INCREASE W/ "T" BRACEIi WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 7• 10 7, 2x6 40 7• 50 7 110 MPH 30 FT 2x4 10 7 10 7• 2x6 50 7. 50 7, 100 MPH 15 FT 2x4 10 7 10 7 2x6 30 7• 50 7• 100 MPH 30 FT 2x4 10 7, 10 7. 2x6 40 7. 40 7, 90 MPH 15 FT 2x4 20 % 10 % 2x6 20 7, 40 7. 90 MPH 30 FT 2x4 10 7• 10 % 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 10 7 20 7 2x6 10 7. 30 7 80 MPH 30 FT 2x4 20 7. 10 7, 2x6 20 X 40 7, 70 MPH 15 FT 2x4 0 7• 20 7, 2x6 0 7• 20 % 70 MPH 30 FT 2x4 10 7 20 7 2x6 10 % 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" DRAWINGS GAB98117 876,719 & HC26294035 WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED I C'FIC •'•. 9 REF LET -IN VERTBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA ISON, 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 GV DATE 10/24/01 S MYTH LUMBER Co. HAVE A PROPERLY ATTACHED RIGID CEILING. rROOFTRUSSDIVISIONIMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIDN FROM THIS y, :• A142704 7 NO DRWG GBLLETIN1001 ENG DLJ/KAR 2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH 7¢ APOPKA, FL 32703 407- 299.1522 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA c OF ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF STATE TOT. LD. 60 PSF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i P`,' R. FAC. ANY PROFESSIONALENGINEERINGENGINJEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING j O^/ C o O VAX SPACING 24.0" CERTIFICATEOFAUTHORIZATION•#921 B,SLIITABILITY AND USE [S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i ^/••'•,• fl` ( 1v- (`_( 1_'•••••'•7_ VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(-) OR 2X4 SP #214 OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE —NAILED 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D r 4-0-0 MAX, 12 12 MAX. W2X4 W2X4 W2X4 i--B-0-0 MAX --I 12 W4X12I,dAX. (— W1X3 6-0-0 WIX3 MAX SPACING) }y2X41Y1X3WIX3 16-0-0 MAX— WIX3 -' 12 12 MAX. F— 1'4X4 lY1 X3 WIX3 6-0-0 WIX3 (MAX SPACING) W2X4WIX3F15X4/SPL W1X3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH. OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. OE—N W2X4 OPTIONAL STUB END DETAIL W4X4 OPTIONAL HIP JOINT DETAIL 01 2TR COMMON RUSSES PARTIAL FRAMING 20-0-0 MAX (++) — a l;alsutluur AT 2 OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. //z//,, THIS DRAWING REPLACES DRAWING A105Q," SWARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED i TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRI DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL 20 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSAN BOTTOM CHORD SHALESMYIHLUMBERCO. H IMPORTANPROPERLYNo. 4271)4 T- FURNISHATTACHED OFCEILING. COPYRIGIDDESIGNTO THE INSTALLATION CONTRACTOR. ALP1 ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS IBC DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/KAR 2722SOUTHAPOPIuBLVD. DESIGN; ANY FAILURE .TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, _ LL O O 0 PSF HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAL o . STATE OF •Q OT. LD. 60 57 PSF 55ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407.299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE O^ O 1O P,•• i^L•• SEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALPROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUITAB CDURYAC.1.25/1.331.151.15 CERTIFICATE OF AUTHORIZATION#9216RESPONISIITY D PARTICULAR 2 THE 5'nnl E Jv..\\\\ BILITYOFSTHEEFBUILDINGOMDEOSIGNER.OPERNANSIPI11995USECTIONIAlSPACING24 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") COMMON D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), C) MAX HEIGHT WITH 2X4 ."T" BRACE IS ll'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r (A) C) ( B 3) 16d BOX NAILS 4'0" TYP. I I 'I-, L - L (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 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN L, v Nl Nl VIN 11CUJJzL) Al G4 u%. 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING 3) 16d BOX NAILS, TOE -NAILED GIRDER THIS DRAWING REPLACES DRAWING V105-CONY WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRI 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 P d` .,•-(IF Cq ••, 1 ' C LL 30 y DL 20 30 15 40 PSF 7 PSF REF CONV. VALLEY DATE 06/25/99 SMYTH LUMBER CO. rN-IMPORTNOTP-•RFURNISHLY CAEID CEILING. GOFBC 10 10 10 PSF DRWG VALCONVF0699 ROOFTRUSSDIVISIONCOPYTHISTOTHE .INSTALLATION CONTRACTOR. ALPINE VL SOUTH APOPKA BLVD. I ENGNEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI;-OR FABRICATING, 42704 y. b.. 0 0 OPSF N1LH/KAR 2722 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH nJo• BC ENG APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE PAPER AND TPI. CONNECTORS TOT.=LD. 60 57 PSF 55 407-299-1522 FAX: 407. 299-9153 AMERICAN FOREST AND ASSOCIATION) ALPINE ARE Mq E F 20GA ASTM g653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS THERWISE LOCATED UN THIS DESIGN, POSITION CONNECTORS PER STATE OF C.1.25/1.33 1.151.15- PROFESSIONAL ENGINEERINGDRAWINGS160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE L /O .. CERTIFICATE OF AUTHORIZATION p921 SUITABILITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPQlVSIBiLiTY OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j ^ •• Q ` P,_ i CING SEE ABOVE iV 41 TOP CHORD 2X4 #2 ER 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 PURLIN 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 F. - P. A A EITHER PLATE LOCATION IS ACCEPTABLE/ B 12 12 MAX E 20' FLAT TOP CHORD MAX SPAN II Em E E E B OPTIONAL SPLICE B g D B D-SPLICE B 2' TYP. B B TYP. aC tz C C C 1 u 1u u u • u u ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. m-WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AN BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYTPI (TRUSS 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 HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHDWN. THE - CERTIFlCATE OF AUTHORIZATION tl921gSUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUIL ING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C I.SX3 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 WE 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 ooapo 0 0 2„ O O o0 oD00000 0 8 1/4" AWING REPLACES DRAWINGS 634,016 634,017 & 847,045 a ` Q /S/ y F,' MAX LOADING REF PIGGYBACK IFI(`, q• TF• 55 PSF AT DATE 06 25 99 G • 1.33 DUR. FAC. DRWG PIGBACKBO699 No. 42704 50 PSF AT ENG DLJ/KAR 9. 25 DUR. FAC. q••, STATE OF g 47 PSF AT a 1.15 OUR. FAC. X': - X 0 R IO P;_ FACING 24.0" LION Al. BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR —LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM —FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE —PINE —FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 1 2966# 1 1492 1.5" X 3.5" 1 10 1 9 1 8 8 7 SOUTHERN PINE NON—DENSE1 2520# 1 1343 1.5" X 3.5" 9 8 7 7 6 4++ MAX 43X12 3X8 TRULOX- MAX42X8 LOX WEDGE( 2) SD NAILS CUT TO FITA R EDGE 1 ;iisR1I11H1ulgfhijS DRAWING REPLACES DRAWINGS A115 A115ZR & 884.132 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 'ONOFRI DR„ SUITE 200, MADISON, WI. 53719) FOR\` SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL Q// y/ 1 IFIC,q•, / 1 `• TC LL PSF I-, — PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. VG •, B DL 10.0 PSF DR1'WG ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RE SPONSiHLE FOR ANY DEVIATION FROM THIS ESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO, 42704 i C=LL — PSF BCFILLER0699 ENG DLJ/KAR APOPKA. FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AND TPI. c C I'O` LD. PSF, 407-299-1522 FAX: 407-299-9153 AMERICAN FOREST AN PAPER ASSOCIATION) ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1.0/1.15/1.25/1.33PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING IN ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4 CERTIFICATE OF AUYHORIZATION t1921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i Al Pam, O '.. ( L21 . _\_ACING. 24.0• 1N AL STJL_"IPDO VV N CORNER SCUT TOP CHORD 2X4 S.O. PINE 2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE 2 N WEBS 2X4 SO, PINE 3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 1 2- 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 2' TYF 1 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSSff 1 HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 1 : b 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** 3.00 12 'k " IW12 2 12 W2X4 TOs.00 * 4 ALTERNATE LOADING W2X4 W3X4 OR TCLL 20 PSF SIIMPSON TCDL 20 MAX PSF3/4" 4-. THJA26 BCDL 10 PSF TOT.LD. 50 MAX PSF 9-10-13 OVER 2 SUPPORTS DUR.FAC. 1.25 R=463#, 1Y=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, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED AA C LL 30 MAX PSF REF 7' STBK CS BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR•.•IF,%i' NSF ySAFETYPRACTICESPRURTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, ` l..q j.•• DL 15 MAX PSF DATE 06/25/99 TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL •; GG SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. C IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Z ', B(, L 10 PSF DRWG CS7SBK3A0699 ROOF TRu55 DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, S ' No, 42704 I* IL 0 PSF —ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = _ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = y 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA R 0T= LD. 55 MAX PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF '. FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i'• . PAC. 1.33 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE i SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE % 0 ACING SEE ABOVE CERTIFICATEOFAUTHORIZATION #9216RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O'•' • N A1..,,,., a..•, CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2XB 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: T-BRACE OR L-BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 M-WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED O\ ` / / F TC LL PSF REF CLB SUBST. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR„ SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD v .j11FICi G DL PSF DATE 06/25/99SHALL S MYTH LUMBER C O. HAVE A PROPERLY ATTACHED RIGID CEILING. L\•,• C DRWG BRCLBSUB0699IMPORTANT; FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE B DL PSF ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, z • NO. 42704 .0 LL - 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH PSF ENG MLH/KAR IGNAPOPRA, FL 32703 APPLAMERIANDN PAPER TPI• ACONNNECTORSTION SHED BY 1 A • T0 LD. PSF ASSOCIAIION) ANDNAL 407-299-1522 ALPIINIE ARE MADEH OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER YQ •, S TATE O F s FAC. DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE OFAUTHORIZATION #9218',RESPI,IfJSIBILITY i ••• CERTIFICATEOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. OR I0 ACING CITY OF SANFORD BUILDING PERMITS 3 0 0 N PARK AVf. SANFORD, FL 32771 INSPECTIONS 24 HOUR NOTICE REQUIRED FOR ALL INSPECTIONS PHONE (407) 330-5659 Application Number . . . 04-00000844 Date 1/26/04 Property Address AN BAY CIR d Parcel Number 23.19.30.5-0000-0470 Application description . . . NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Use . . . . . . . . SINGLE FAMILY RES Property Zoning . . . . . . . Application valuation . . . . 91788 Owner Contractor MORRISON HOMES OF FLORIDA INC 151 SOUTHHILL LANE 200 MAITLAND 407) 629-0077 FL 32751 Structure Information ------------------------- Construction Type . CONCRETE ELK WITH FRM EXT Occupancy Type . . SINGLE FAMILY Roof Type . . . . . FIBERGLASS SHINGLES Flood Zone . . ... NONE Fence Type . . . . NONE Other struct info . NUMBER OF STORIES 1.00 SQUARE FOOTAGE 2640.00 ERROR* 1.00 NUMBER OF UNITS 1.00 Permit . . . . . BUILDING PERMIT - NEW/ALTER Additional desc . . Permit Fee . . . . 403.00 Plan Check Fee 00 Issue Date . . . . 1/26/04 Valuation . . . 91788 Expiration Date 7/24/04 Qty Unit Charge Per BASE FEE. Extension 35.00 92.00 4.0000 THOU BLDG PERMIT - ORD 3123-8/10/92 368.00 Special Notes and Comments noc on file, lstory, 2bath Other Fees . . . . . . . . 01-APPLCTN FEE -BUILDING 10.00 02-ENGNG DEVLPMT FEES 10.00 O1-FIRE IMPACT - RESIDENT 59.27 O1-LIBRARY IMPACT FEE 54.00 O1-OPEN SPACE 279.61 O1-POLICE IMPACT - RESID 91.93 O1-RADON GAS TAX FEE 13.20 O1-ROAD IMPACT FEES 847.00 O1-RECOVERY FD/CERT. PGM. 13.20 O1-SCHOOL IMPACT FEE 1384.00 WD IMPACT:SINGLE FAMILY 650.00 SD IMPACT:SINGLE FAMILY 1700.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. j CITY OF SANFORD INSPECTIONS BUILDING PERMITS 24 HOUR NOTICE REQUIRED 300 N PARK AV FOR ALL INSPECTIONS SANFORD, FL 32771 PHONE (407) 330-5659 Page 2 Application Number . . . . . 04-00000844 Date 1/26/04 Fee summary Charged Permit Fee Total 403.00 Plan Check Total .00 Other Fee Total 5112.2.1 Grand Total 5515.21 Paid Credited Due 00 .00 403.00 00 .00 .00 00 .00 00 .00 5515.21 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE.ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD PERMIT APPLICATION Permit # : C1 Job Address: 15' Description of Work: Historic District: 0 Permit Type: Building V/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: • 0 Construction Type: 614 u # of Stories: ---L of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel #: 23—) — 30— —+ O2- ooOO— D y F' Attach Proof of Ownership & Legal Description) Owners Name & Address: 51 SOUt HNI, ON Zak Aff 4 3 S Ph/onne: 407 6ZgOD 7% Contractor Name & !! n P— SOA% r GS Awddress: gt_ lC fr v p StateLicenseNummbeer:CgG 241 / 2Q 7 r Phone & Fax: 0 6 O0 0/ J 7 Contact Person: r 11t041 J67 w7/— Phone Q7 7 Bonding Company: AA Address: / VA Mortgage Lender: /V A Address: Architect/ Engineer: /.1(-4%A161 Phone: 40% t l Address: aa7541(*li%7fC 06, /a 1 !/• &i)V( b- Wl(, Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 regularing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be ad"onal permits required from other governmental entities such as watergtanagp/rient districts, state agencies, or federal agencies. Acceptan1cf er it i verj is h I will notify the owner of the property of the requi Signatu o Owner/Agent Date q g J Print Owner/Agent' N rq$ z v p w Signature ofNLaT5State oT Florida Date • 8 5 o Owner/ Agent is V Personally Known to Me or Produced ID ' AJA W AP? XATION APPROVED BY: Bldg I "t i Zoning: _ Initial & Date) Special Conditions: w, FS 713. Signatureof gontractor/ Agent r :Date Print Contractor/ Age t's Signature ofNotar5- St46 oL / bale Contractor/Agent is V1 Personally Known to Me or Produced IDi0/4 Utilities: I FD: Initial & Date) ( Initial & Date) (Initial & Date) s16 q- k COUNTY [/F SEMINOLE / IM|`ACT F[I STAT|MENT ISSU[D BY CITY OF SAHFORD ADDRESS: ADDRESS:_--_-_.-.-_----------------------' LAND USE CATEGORY: 001 - Single Eaeily Detached House TYPE US[r Residential, != WORK DESCRIPTION: Single Family Pauses Detached - Cc/otruction FEE BEkEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUi TYPE DIST SCHEDULE DESC. UNIT OF UNITS KOADS ARTERIALS [O-WIDE C.,dwl unit $ 7O5.0 1 $ 7O5.00 ROADS ' COLLECTDRS ORTH O dwl unit $ 142.00 1 $ 142.00 LlBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0O SCy OLS [O-IDE O owl unit $1,384.00 1 $ 1`384.()O THIS STATEMENT IS VALID ONLY 01 CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING 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 Ma CURVE DELTA ANGLE RAD I US AfPCof SUrvTe NGENT CHORD CHORD BEARING C 1 19°55'04" 75.00' 26.07 C 2 17°04'56" 75.00' 22.36 C 3 90°05'05" 50.00' 78.61 13.17' 25.94' 11.26' 22.28' 50.07' 70.76' LINE BEARING L I N 42°25'00"E L 2 S 00°06'51"E N 63°02'54"W N 81°32'54"W S 45°02'50"E DISTANCE 53.59' 54.78' LOT 55 LOT 54 SET 8OFFSET L27.+ LOT 47 8 GRADING 11.223 SO. FT. N b 0 D L; nco 5. A o w LANAIo 18. 0' o Max Coverage - 62 zz. o SETBACKS: Z w Front 25' Rear 20' SITE DATA o ` m BROOKWOOD It Side 5 ' Corner 15- IMPERVIOUS SO. FT. _ 38% n 0M SINGLE FAMIL6Y RESIDENCE FL. ELEV.: IE MInIIIIUmLot Width 50 LOT S0. FT. FIN. 14.7 LOT IMPERVIOUS AREA-4.260 SO.FT. m to o Note: Bearings shown hereon are referenced to the CIL 01 n ofVENETIAN BAY CIRCLE as being S 89°5438-W. m + Vertical datum is based on NGVD per Engineering 70 o* wS construction plans by Neal H i I I e r Engineering. Inc. 7 0v Job Number 2001. B. IJ. O'O o 20. o t 6 N 00° 05'22-W 78.81' SET 8' OFFSET 6' BRICK WALL LOT 46 C2 CITY OF SANFORD LEGAL DESCRIPTION Lot 47. " V E N E T I A N BA Y according to the plot thereof as recorded in Plot Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X according to the Flood Insurance Rate Map Community Panel Number 120289 0035E. Dated 04117195. City of Sanford. Community Number 120294) P. CIL VENETIAN BAY CIRCLE 50 ' R7W) TRACT "F " PRIVATE ROADWAY P.C. P. 25.00' 3 = m vo V of W W IN W General Notes: Proposed Legend as Offset 1. This is a BOUNDARY Survey performed in the field on Temporary Benchmark O.R.B. Official Records Book2. No aerial, surface or subsurface utility installations, underground improvements or assumed datum) PB Plat Book subsurface/aerial encroachments, if any, were located. BOW C/L Back of sidewalk Centerline PC Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. d Central or (Delta) Angle PCC. P. C. P. Point of CompoundCurvature Permanent Control Point 4. Elevationsshownhereon, if an areassumed and were obtained from approved y, PPCALCCalculated PG. Page Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord P/L Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.O.B. Point of Beginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights -of - way of record whether depicted or not on this document. No search of the 9 YPFINALEL. FD. Elevation ( Measured) Found P. I. Point of Intersection Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation P PT. Point of Reverse Curvature Point of Tangency 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe R Radius 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod RAD Radial Line Denotes %"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB LS. Licensed Business Land Surveyor RAN Right - of -Way O Denotes P.C.P. Permanent control point) t P ) Mea Measured TBM TYP. Temporary Benchmark Typical Denotes PermanentReferenceMonumentN/D(N&D) Nail and Disk Fence symbol (see drawing) 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the stffa5Fu-r#Vd the original raised seat of aFlorida licensed Surveyor, af appYFII ThissurveymeetstherequiremheFMinimumTechnicalSta rds as contained in Chap 17-6a Administrative Cody. II lffmw— William A. Herx, P.L.S. Florida Registered I Darae L. Przemieniecki, P.S.M. Registered William R. Herx, P.S.M. Registered Survey Herx & Associates Inc., State of Florida LBand Mapper No. 6030 pper No. 6092 Sketch of Legal Description This is not a Survey Drown by: CM Checked by: DP Prepared For: A40RRISON Job Number: 02-017-02 Scale : 1_- 40' Plot Ion performed: 07-28-03 Foundotion Survey: Finol Survey: Revisions . CITY OF SANFORD PLEASE CALL 407-330-5659 TO REQUEST INSPECT ONS PERMIT NUMBER V- y DATE V DESCRIPTION OF WORK /V I :.w s I _ _ l _ On a •I _ _ . BUILDING ELECTRICAL MECHANICAL THIS CARD IS TO DISPLAYED ON STREET SIDE OF THF. LnT A Nn Is S CO ON S PLUMBING WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE OF COMMENCEMENT REQUIRED:y ` YES NO BUILDING OFFICIAL 1Or iom, FOP,,M 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs n. Residential Whole Building Performance Method A Project Name: MH1614 - #1614 Builder: MORRISON HOMES, Address: Permitting Office:' City, State: Permit Number: Owner: 'y` /%a?Jr' Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 34.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1614 ft2 c. N/A 7. Glass area & type a. Clear - single pane 318.0 ft2 _ 13. Hearing systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.00 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1128.2 ft2 _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 158.0 W _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1614.0 ft2 _ 15. HVAC credits PT, b. Under Attic R=19.0, 28.0 ft2 _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.20 Total as -built points: 22357 PASSTotalbasepoints: 23640 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: r i j I hereby certify that this buil igned, is in compliance with the F da C e. OWNER/AGENT(- DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) 04 - TgE sTgT,°.t+ f. 'fill/ v tr on FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES1.18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1614.0 25.78 7489.6 Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7 Single, Clear SE 1.0 7.0 16.0 56.64 0.99 892.7 Single, Clear SE 1.0 8.0 19.0 56.64 0.99 1067.8 Single, Clear SE 1.0 8.0 24.0 56.64 0.99 1348.8 Single, Clear NW 17.0 10.0 40.0 37.74 0.57 863.9 Single, Clear SW 1.0 9.0 32.0 52.82 1.00 1686.2 Single, Clear NW 1.0 9.0 32.0 37.74 1.00 1202.7 Single, Clear SW 7.0 10.0 64.0 52.82 0.59 2002.4 Single, Clear NE 2.0 9.0 16.0 43.65 0.94 656.7 Single, Clear N 1.0 9.0 12.0 27.96 0.99 333.2 Single, Clear E 1.0 7.5 12.0 59.31 0.99 703.3 Single, Clear NE 1.0 8.0 15.0 43.65 0.99 648.3 Single, Clear NE 1.0 7.0 20.0 43.65 0.99 860.2 As -Built Total: 318.0 13159.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 158.0 0.70 110.6 Concrete, Int Insul, Exterior 4.2 1128.2 1.16 1308.7 Exterior 1128.2 1.90 2143.6 Frame, Wood, Adjacent 11.0 158.0 0.70 110.6 Base Total: 1286.2 2254.2 As -Built Total: 1286.2 1419.3 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 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1614.0 2.13 3437.8 Under Attic 30.0 1614.0 2.13 X 1.00 3437.8 Under Attic 19.0 28.0 2.82 X 1.00 79.0 ase Total: 1614.0 3437.8 As -Built Total: 1642.0 3516.8 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 177.0(p) 31.8 5628.6 Slab -On -Grade Edge Insulation 0.0 177.0(p 31.90 5646.3 Raised 0.0 0.00 0.0 Base Total: 5628.E 1 As -Built Total: 177.0 5646.3 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 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 1614.0 14.31 23096.3 1614.0 14.31 23096.3 Summer Base Points: 30678.1 Summer As -Built Points: 35588.4 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 30678.1 0.4266 13087.3 35588.4 35588.4 1.000 1.00 1.079 x 1.150 x 0.90) 0.284 1.117 0.284 0.950 0.950 10729.2 10729.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES1'.18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 1614.0 5.86 1702.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 7.0 16.0 8.34 1.01 135.4 Single, Clear SE 1.0 8.0 19.0 8.34 1.01 160.4 Single, Clear SE 1.0 8.0 24.0 8.34 1.01 202.6 Single, Clear NW 17.0 10.0 40.0 12.23 0.99 484.2 Single, Clear SW 1.0 9.0 32.0 9.22 1.00 295.6 Single, Clear NW 1.0 9.0 32.0 12.23 1.00 390.8 Single, Clear SW 7.0 10.0 64.0 9.22 1.22 720.2 Single, Clear NE 2.0 9.0 16.0 12.00 1.00 192.1 Single, Clear N 1.0 9.0 12.0 12.32 1.00 147.6 Single, Clear E 1.0 7.5 12.0 9.96 1.01 120.2 Single, Clear NE 1.0 8.0 15.0 12.00 1.00 180.0 Single, Clear NE 1.0 7.0 20.0 12.00 1.00 240.0 As -Built Total: 318.0 3404.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 158.0 1.80 284.4 Concrete, Int Insul, Exterior 4.2 1128.2 3.26 3677.9 Exterior 1128.2 2.00 2256.4 Frame, Wood, Adjacent 11.0 158.0 1.80 284.4 Base Total: 1286.2 2540.8 As -Built Total: 1286.2 3962.3 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 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1614.0 0.64 1033.0 Under Attic 30.0 1614.0 0.64 X 1.00 1033.0 Under Attic 19.0 28.0 0.87 X 1.00 24.4 Base Total: 1614.0 1033.0 As -Built Total: 1642.0 1057.3 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 177.0(p) 1.9 336.3 Slab -On -Grade Edge Insulation 0.0 177.0(p 2.50 442.5 Raised 0.0 0.00 0.0 Base Total: 336.3 1 As -Built Total: 177.0 442.5 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 1614.0 -0.28 451.9 1614.0 0.28 451.9 Winter Base Points: 4560.0 Winter As -Built Points: 8521.1 Total Winter X Points System = Heating Multiplier Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4560.0 0.6274 2860.9 8521.1 8521.1 1.000 1.00 1.068 x 1.160 x 0.92) 0:427 1.140 0.427 0.950 0.950 3936.3 3936.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.88 3 1.00 2564.00 1.00 7692.0 As -Built Total: 7692.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13087 2861 7692 23640 1 10729 3936 7692 22357 PASS y yo ZgE STgTo a lt, COD WE, S EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1!ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings: penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. Lie-99 nTNFR PRFCCRIPTIvF MFAftiIRFS (miict hp mat nr PYCPpfiprl by all rpcir1Pnr-Pc_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 efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. 1. New construction or existing New - 12. Cooling systems Cap: 34.0 kBtu/hr 2. Single family or multi -family Single family a. Central Unit 3. Number of units, if multi -family 1 SEER: 12.00 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1614 ft2 c. N/A 7. Glass area & type a. Clear - single pane 318.0 ft2 13. Heating systems b. Clear - double pane 0.0 ft2 a. Electric Heat Pump Cap: 36.0 kBtu/hr C. Tint/other SHGC - single pane 0.0 ft2 HSPF: 8.00 - d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.o gallons - a. Concrete, Int Insul, Exterior R=4.2, 1128.2 ft2 EF: 0.88 - b. Frame, Wood, Adjacent R=11.0, 158.0 ft2 b. N/A c. N/A c. Conservation creditsd. N/A HR-Heat recovery, Solare. N/A DHP-Dedicated heat pump) to. Ceiling types a. Under Attic R=30.0, 1614.0 ft2 15. HVAC credits PT, - b. Under Attic R=19.0, 28.0 ft2 CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A' MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For BuildingConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) 0 z1dE STgT in this home before final inspection. Otherwise, a new EPL Display Card will be completed O based on installed Code compliant features. F- 'lilt Builder Signature: Date: a tr Address of New Home: City/FL Zip: COD NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu forinformationandalistofcertifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: MH1614 . bld For: MORRISON HOMES By: AIR FLOW DESIGNS 250 JASMINE RD. CASSELBERRY FL. 407)831-3600 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 72 Deg F Design TD: 34 Deg F HEATING SUMMARY Bldg. Heat Loss 34296 Btuh Ventilation Air 200 CFM Vent Air Loss 7480 Btuh Design Heat Load 41776 Btuh INFILTRATION Method S imp l i f i ed Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq. ft.) 1663 1663 Volume(cu.ft.) 14967 14967 Air Changes/Hour 0.8 0.4 Equivalent CFM 200 100 HEATING EQUIPMENT SUMMARY Make CARRIER Model 4 FA4 AN F 0 4 2 Type HEAT PUMP Efficiency / HSPF 8.00 Heating Input 0 Btuh Heating Output 36000 Btuh Heating Temp Rise 27 Deg F Actual Heating Fan 1200 CFM Htg Air Flow Factor 0.035 CFM/Bt Space Thermostat FL 32718 9/29/97 Job # 41614 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 78 Deg F Design TD: 15 Deg F Daily Range M Rel. Hum.: 55 Grains Water 37 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 24179 Btuh Ventilation 1650 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 25829 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1035 Btuh Ventilation 2516 Btuh Infiltration 2 515 Btuh Tot Latent Equip Load 6066 Btuh Total Equip Load 31895 Btuh COOLING EQUIPMENT SUMMARY Make CARRIER Model 438BYCO36 Type SPLIT DESIGNS COP/EER/SEER 12.00 Sensible Cooling 24500 Btuh Latent Cooling 9700 Btuh Total Cooling 34200 Btuh Actual Cooling Fan 1200 CFM uh Clg Air Flow Factor 0.050 CFM/Btuh Load Sens Heat Ratio 87 MANUAL J: 7th Ed. RIGHT-J: VI 3. 0 . 11 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job#: #1614 Filename: MH1614.bld 9/29/97 Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0. 8 AC/HR x 14967 Cu.Ft. x 0.0167 = 200 CFM 2. Winter Infiltration Btuh 1.1 x 200 CFM x 34 Winter TD = 7478 Btuh 3. Winter Infiltration HTM 7478 Btuh / 336 Total Window = 22.3 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 4 AC/HR x 14967 Cu.Ft. x 0.0167 = 100 CFM 2. Summer Infiltration Btuh 1.1 x 100 CFM x 15 Summer TD = 1650 Btuh 3. Summer Infiltration HTM 1650 Btuh / 336 Total Window = 4. 9 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 37 gr.diff. x 100 CFM = 2 515 Btuh Procedure D - Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 100 Vent.CFM x 15 Summer TD 1650 Btuh Sensible Load for Structure (Line 19) 24179 Btuh Sum of Ventilation and Structure Loads 25829 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 25829 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 100 Vent.CFM x 37 gr.diff. 2 516 Btuh Internal Loads = 230 x 5 No. People 1035 Btuh Infiltration Load From Procedure C 2 515 z Btuh Equipment Sizing Load - Latent 6066 Btuh Construction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. RIGHT-J: V 3.0.11 S/N 11784 Printout certified by ACCA to meet all requirements of Manual Form J MH1614 Job# #1614 Zone: Entire House 9/29/97 FTNameofRoom Entire`House V ++ V LNDRY. BR3 BR2 2I Running Ft. Exposed Wall I 177 . 0 Ft. I 6. 0 Ft. 30. 0 Ft. 12 . 0 Ft. 3 Room Dimensions, Ft. 0. 0 t. 0.0 x 0.0 Ft. I 0.0 x 0.0 Ft. I 0.0 x 0.0 Ft. I 4 Ceiings,Ft Condit. Option 9.0 d 8.0 heat/cool 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh - Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Cig Length Htg Clg Length Htg Clg Length Htg Cig 5 Gross a 14B 4.9 1.6 1446 0 110 112 Exposed b 12C 3.1 1.7 0 0 Rrss stsw 0 tsts rrfifi 0 sRRs ttst Walls and c 12H 2.0 1.1 0 rtfiww swt 0 Rsss RRrR 0 RsrR srrs 0 srs ssR Partitions d 13C 1.4 0.9 176 48 120 tint rtts 0 swst firtstlei13C5.1 3.4 OI rrs I ts I OI srsr I srrs I 01 rrww I RssR I 0 rssr I ssrrt f 0.0 0.0 0 sss rr«r 0 wrtrtrt trrtw 0 tts« ttss 0 rwtrt rtrtrts 6 Windows and a I 1C 39.3 194 7618 0 0 16 628 16 628 Glass Doors b 8C 39.3 104 4084 0 01 0 0 0 0 Heating c 9AI 31.8 20 636 0 0 0 0 0 OI d 7F 41.1 0 0 0 0 0 0 0 0+*** e I 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 rttrtt 0 0 rtws 7 Windows and North 0.0 0 0 0 0 0 OF 0 0 Glass Doors NE/NW 37.0 168 6216 0 0 0 0 0 0 Cooling EJW 52.0 12 624 0 0 0 0 0 0 SE/SW 45.0 126 5670 0 0 16 720 16 720 South 28.0 12 fiRtR 336 0 0 0 0 0 0 Holz 0.0 0 0 0•*•• 0 0**** 0 0**** 0 8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 18 343 187 18 343 187 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 1128 5523 1836 0 0 0 124 607 202 96 470 156 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 158 213 142 30 41 27 120 162 108 0 0 0 e 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0 f I 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.3 1641 1841 2112 51 57 66 189 212 243 154 173 198 b 16D 1.8 2.1 26 50 58 9 16 19 17 31 35 0 0 0 c I 1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 27.5 0.0 177 1175 0 6 115 0 30 826 0 12 330 0 b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 336 7478 1650 18 401 88 16 356 79 16 356 79 13 Subtot Btuh Loss=6+8..+11+12 32662 1023 2822 1958 RsrR 14 Duct Btuh Loss 5°/ 1633 5°/ 51 5°/ 141 5% 98 15 Total Btuh Loss = 13+14 34296 1074 2963 2055 16 Int.Gains: People@ 300 5 1350 0 0 0 0 0 0 Appl. @ 1200 2 1800 1 600 0 0 0 0 17 Subtot RSHGain=7+8..+12+16 21981 987 1387 west 1153 l8 Duct Btuh Gain 10/ 99 10°/ 139 115I1ITotal100°jI I2196I 110°/ 00 1086 1.00 1525I 10°0 12689I 20 CFM Air Required 1200 1200 38 54 109 76 72 63' Printout certified by ACCA to meet all requirements of Manual J Form MH1614 Job# #1614 Zone: Entire House 9/29/97 MANUAL J 7t1,Ed RIGHT J 3 0 11 C N 117 8 4 NameofRoom M. BATH / W.I.C. M. BR. FAM. / DIN. KIT. / NOOK 21 Running Ft. Exposed Wall I 10.0 Ft. I 40.0 Ft. 40.0 Ft. 33.0 Ft. 3 Room Dimensions, Ft. 0.0 x 0. 0 Ft. 0.0 x 0.0 Ft. I 0.0 x 0.0 Ft. I 0.0 x 0.0 Ft. 4 Ceiings,Ft Condit. Option 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. I Htg I Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg I Clg 5 Gross a 14B 4.9 1.6 93 ts 373 373 sss* 308 Exposed b 12C 3.1 1.7 0 tt+t tRtR 0 ttta t++ 0 tsst tt+ 0 sttr sRRt Walls and C 12H 2.0 1.1 ttR RRSR 0 RRt Rr+r 0 R+tt Rist 0 sstt tit+ Partitions 1.4 0.9I 0 rt ttrr 0tt+R ttRt 0+ 0 Rt t• tejdj13C13Cj5. 11 3. 4 O) ssss I st++ I OI tsst I rst I 0 RR•R tat I OI rtRt I tR+R f 1 0.0 0.0 0 rtrr 0 trt+ ttiR 0 tsst s•tt 0 tt iR 6 Windows and a 1C 39.3 s* 19 746 56 2199 32 1257 40 1571 sss• Glass Doors 8C 39.3 0 0 40 1571 64 2513 trts 0 0HeatingJbIc9A31.8 tt I 0 pl r+rt I 0 0 tt+ 0 0 tRR+ 0I 0 R+•r d 7F 41.1 0 0 0 0 ta 0 0 stt 0 0 e 0.0 rr 0 0 srr 0 0 rrr 0 0 tt 0 0 sttt f 0.0 0 0**** 0 0**** 0 0•**r 0 0 7 Windows and North 0.01 0 0 0*«** 0 0 tRtr 0 0 rs 0 Glass Doors NE/NW 37.0 0 0 72 2664 96 rr 3552 0 0 Cooling F/W 52.0 0 0 0 0 0 r*•• 0 12 624 SE/SW 45.0 19 855 24 sss* 1080 0 r**« 0 16 720 South 28.0 0 rrr 0 0 rrrt 0 0 r"* 0 12 r+si 336 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11E 6.5 3.5 0 0 0 0 0 0 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 74 364 121 277 1357 451 277 1357 451 268 1312 436 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 12H 2.0 1. 1 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 13C 1.4 0.9 0 0 0 0 0 0 0 0 0 0 0 0 13C 5.1 3.4 0 0 0 0 0 0 0 0 0 0 0 0 fjej 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings jal 16G 1.1 1.3 191 214 246 248 278 319 385 432 495 222 249 286 b 16D 1.8 2.1 0 0 0 0 0 0 0 0 0 0 0 0 I1 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 it Floors a 22A 27.5 0.0 10 275 0 40 1102 0 40 1102 0 33 909 0 b 20G 2.4 0.8 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.3 9.9 19 423 93 96 2137 471 96 2137 471 40 890 196 13 Subtot Btuh Loss=6+8..+11+12 s•* 2022 s•** 8644 R*tR tt*" 8797 4931 Rt++ 14 Duct Btuh Loss 5r/ 101 rtr• 5% 432 Rt 5t/ 490 Rsst 5% 247 15 Total Btuh Loss = 13+14 2124 9076 9237 5177 16 Int.Gains: People 300 0 s"* 0 2 600 3 750 0 r*** 0 Appl. @ 1200 0 0 0 0 0 sr• 0 1 Rr*• 1200 17 SubtotRSHGain=7+8..+12+16 1315 s 5586 tt"* RRiR 5720 is•• rrtt 3798 Duct BtuhGain 10° 0/ r*+« 132 10°/a s 5591 10% 5721 10°/d s*** 380I18I19TotalRSHGain=(17+18)*PLF 1.0 1447I 1.00 6144 1.00 6292I 1.00 4178I 20 CFM Air Required 74 72 318 305 323 312 181 2071 Printout certified by ACCA to meet all requirements of Manual J Form MH1614 Job# *1614 Zone: Entire House 9/29/97 MANUAL J: 7th Ed. RIGHT-J: 3 . 0 . 11- SIN 11784 IName ofRoom FOYER BATH 2 2 Running Ft. Exposed Wall 6. 0 Ft. 0.0 Ft. Ft. Ft. I I I3RoomDimensions, Ft. 0.0 x 0. 0 Ft. 0.0 x 0. 0 Ft. x Ft. x Ft. 4I Ceiings, Ft Condit. Option 8.7 heat/cool 9.3 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg I Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 9.9 1.6 97 Exposed b 12C 3.1 1.7 0 0 r• ssww Walls and c 12H 2.0 1.1 0 w»r sra* 0 rrs* tis* t• sr,t ats* Partitions 13Cl 1.4I 0.9I 8IIIdIe13C5.1 3.4 0 0 stt, f 0.0 0.0 0 rss rssw 0 s»s s*«» stss t»,w rts sr 6 Windows and a 1C 39.3 15 589 0 0 Glass Doors b 8C 39.3 0 0 I I Heating c 9A 31.8 I 20I 636I I 0I 0 d 7F 41.1 0 0 0 0 srrs rts s„ e 0.0 0 0 0 p wrr s« tis f 0.0 0 0 0 0 rarr rrst 7 Windows and North 0.0 0 0 0 0 Glass Doors NE/NW 37.0 p rrs 0 0 rr 0 rrw it#t Cooling E/W _ 52.0 0 swwr 0 0 it*r 0 rrs* sts# SE/SW 45.0 35 151 0 0 South 28.0 0 0 0 0 Horz 0.0 0 wsst 0 0 w«». 0 8 Other doors a 11 E 6.5 3.5 0 0 0 0 0 0 b 10A 19.0 10.4 0 0 0 0 0 0 9 Net a 14B 4.9 1.6 12 57 19 0 0 0 Exposed b 12C 3.1 1.7 0 0 0 0 0 0 Walls and cId 12H 2.0 1.1 0 0 0 0 0 0 Partitions 13C 1.4 0.9 8 11 7 0 0 0 01 I I I IIIfI13Cl0.0 0.0 0I 0I 0I 0I 0I Ceilings a 16G 1.1 1.3 149 167 192 52 58 671-- b 16D 1.8 2.1 2 4 4 0 0 0 c 0.0 0.0 0 0 0 0 0 0 it Floors a 22A 27.5 0.0 6 165 0 0 0 0 b 20G 2.4 0.8 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 22.3 4.9 35 779 172 0 0 0 13 SubtotBtuhLoss=6+8..+11+12 15- 240858 14 DUCIBtuhLOSS 120 5°/ 3 *"** 0/1***• o/ wr+s 15 Total Btuh Loss = 13+14 2528 61 it t+•+,•r• sift 16 Int.Gains: People@ 300 0 0 0 0 ir+»ir+ t# t+#*i•. Appl. @ 1200 0 0 »•#•#•r" 17 SblotRSHGain=7+8..+12+16 i# 1 607 DuctBtuhGain 00/1• 197I 1001/1 I"••• 7 I t/ I I18u9ITotalRSHGain=(17+18)*PLF I 166I 1.0 74 201 I CFM Air Required i»sr 881I 1071 ss*r I 21 ql trts s*w Printout certified by ACCA to meet all requirements of Manual J Form OPR(Son I b cS i• \` OVP2r X qq h,l INN 51 f` 6¢ ti 12_x 00 OO lir I'LK17 9 4 if El Luxy - 1 ONE BY WOOD — BUCK BY OTHERS CAULK BETWEEN WINDOWFLANGEkW000BUCK CONCRETE OR MASONRY OPENING-\ BY OTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAUL( BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOWHEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL BY OTHERS AAL"•1kTL B1 L FLGB M IL ONEBYWOOD - SHIMASREO'D BUCK BY SEE NOTES) INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SHOWN CAULK BETWEEN BUCK V40TH 1/ 4' SHIM FLANGE TYPE SPACE MAX. I WINDOW FRAME f(—MkSTER 4EUSN EMBEDMENT SHIM AS REO'D SEE NOTES) ti j Lii15.L r PIVEOA / TT Fr, I H 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE DESIGN 4 I LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. a 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DiA TAPCON Q SHOWN O OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATIONS 3) SEE ON CHART. 1 3) SEE ELEVATION FOR KEY TO CIENT LENGTH LOCATIONS. CAULK BETWEEN WINDOW FLANGE 4) INSTALL FA SCREWS Of SUFFICIENT LENGTH TO PROVIDE 7/4' MIN. EMBEDMENT INTO WOOD BUCK AT AcPRECASTSILLWITHVULJKEMELEVATIONALLOTHERFACTORYAPPLIEDINSTALLATIONHOLESPRECASR SILL116 ADHESIVE CAULK OR 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR QUANTITY LISTED WITH NEXT BY OTHERS APPROVED EQUAL URGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOD. SECTION 1 VIEWED FROM EXTERIOR CFNEP L NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ` ALLOWABLE SHIM STACK TO BE 1/4'. - - - - 2) WINDOW FRAME MATERIAL' ALUMINUM ALLOY 6063-. - 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS SILL MUST BE 1001 M. C o bTRd • C milm TX 75M • P.O. % 619022 • Do89A TX 75361 ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL puleNe 613oaE 4) APPLICATIONOFYULKIM116ADHESIVECAULK. AT FRAME SILL MUST COMPLY WITH SEALANT ASSEMBLY DRAWING MANUFACTURER'S RECOMMENDATIONS. - 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EIRERIOR OF WINDOW FLANGE. SER440/1540 TDL SINGLE HUNG WINDOW 6) GL/ SS THICKNESS WAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CFIARTS. . eT SC.UE SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO GUAIFIED. .r BB N A 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG 15 SHOWN. THIS PRINT ALSO APPUES TO aAw 9•rz R2C "rapt THE 1540 INSULATING GLASS SINGLE HUNG SERIES. -RDATEM REH90N BT E(N - B GEN-0012 10/26/Ot PREPARED BY: PROBUTECHNOLOGY CORP., 250 INn3MnONAL P,. SURE 250. NEATHRON', fL M 3174E PHONE 406145 CM5 FA2 407 605"'N6e LT WOOD BUCK ..& JAMB d CONCRETE MASONRY OPENING OR MASONRY BY OTHERS OPENING BY OTHERS F Q INSTALLATION11/4• MIN. ANCHOR EMBEDMENT 3/16- DIA 0 ' 4 iAPCONSHOWNPERIMETERCAULKBY OTHERS CAULK BETWEEN WOOD BUCK k WINDOW 1YIOTH MAS' Y- OPENING 1/4' SHIM BY OTHERS SPACE MAX. EXIEBIOB CAULK BETWEEN EXTERIOR WINDOW FLAN WOODBUCKFINISH SECTION 2 BY OTHERS WINDOW B BUCK D E HEIGHT SILL STOOLj BY OTHERS WINDow HGT. F G COMPARATIVE ANALYST HART CALL WINDOW DESIGN PRESSURE 7TAPCONANCHOR SIZE INCHES CAPACITY IN PSF ATIONS SIZE WIDTH/HEIGHT EXTERIOR INTERIOR JAMBS 12 19 t/e x 26 99 99 B F.G 13"19 1/a X 3a ]/a 78 1.B F,G 14 19 I/a X 50 5/5 59 59 B F•G 14+4 19 1/ 1 X 54 SA 54 54 B F.G 14+5 19 t/ 6 X 55 5/5 52 52 B F.G 15 19 1/9 X 53 45 45 B F,G 16 19 tX 72 40 40 F C 1H2 28 1/2 X2 8 B 1H3 26 1/2 X 36 3/a 51 51 B F,G 1H4 26 1/2 X 50 6/0 44 44 B F.G 1 H4+42fi 1/2 X 54 6/6 42 42 B F,G 1 H4+526 11X 55 5/3 41 41 B F.G 1H5 25 1/2 X 63 40 40 B F.G H6 26 1 X 72 40 40 A FG 3OX2 30 1/2 X 25 56 55 B F.G 3QX3 30 i/2 X 36 3/5 44 44 B F.G 3OX4 30 1/2 X 50 AA 40 40 B F,G 3OX4+4 30 1/ 2 X 54 5/0 40 40 B F.G 3GX4+5 301/ 2 X 55 8/3 40 40 B F,G 3OX5 6 301/ 2X 63 40 40 40 B F,G22 X 26 51 51B F,G 23 37 X 36 3A 40 40 B F.G 24 37 X 50 5/4 40 40 B F,G 24+4 37 X 54 8/0 40 40 BF: 24+5 37 X 55 3/6 40 40 B F.G 25 37 X 53 40 40 B F.G.H.1 6 37 X 72 40 40q I 4826 48 X 26 46 46 4838 48 X 38 3/8 40 40 4850 48 X 50 3/6 40 40 484+4 48 X 54 SA 40 40 1484+5 HU4863 48 X55 &A48X6340 40 40 40 H.I32 531/0X 2fi454533531/aX 35 3/a40 40 H,I34+4 34 53 toX505/1 40 40 40 H.13++553 1/eX 54 6/a 53 1/6 X 55 SA 40 40 40 B H.I F.G. 35 36 53 1/6X 63 53 1 X 72 40 40 40 40 BB. FIG., CAULK BETWEEN WOOD & —\ BUCK MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER$ CAULK BETWEEN WANOOw FLANGE WOOD BUCK STUCCO BY OTHERS / PERIMETER CAULK J BY OTHERS GLAZING — WINDOWHEIGHT EXTERIOR I PERIMETER CAULK BY OTHERS 0 4 PRE -CAST SILL BY OTHERS INSTALLATION ANCHOR 3/16" DIA. TAPCON COHCRETE OR MASONRY OPENING BY OTHERS SHIM AS REO'D. SEE NOTES) Q 1-1/4- MIN. EMBEDMENT - 1 M SHHIM.IM. SP 71LA.1YPE WINDOW FRAME HEADER BUCKHEIGHT FLANGE TYPE WINDOW FRAME SILL J BUCK WITH 4- MAX. SHIM SPACE SHIM AS REO'D SEE NOTES) 1-1, AIN. EMBEDMENT FLANGE TYPE WINDOW FRAME JAMB Q e CAULK BETWEEN WOOD BUCK & MAS'Y OPENING BY OTHERS GLAZING INSTALLATION ANCHOR 3/16- DIA, TAPCON Q Ax, ONE By w000 ACE EXTERIOR BUCK BY OWNERS PERIMETER CAULK BY OTHERS WINDOW WIDTH CAULK BETWEEN WINDOW FLANGE WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS SECTION 2 iTUCCO COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES)I CAPACITY IN PSF LOCH. iIONS WIOTH/HEIGHT EXTERIOR INTERIOR HEAD AAMBS 12 x 60 40 58 O.E.F.G 12. X 72 40 56 C D.E.F.G 16 x 16 40 106 C H,1 24 X 16 40 69 A.B H., 24 F,GX2440a5BA.B F,G24X30405A.6 F.G24X3640400A.B O.E F.G24x48 24 X 60 4040 40 A.B O.E FG 24 x 72 0 s0' A.8 D.EF.G 32 X 48 40 40 A.B O.E F,0 36 X 24 40 40 AB C 36 x 48 40 A,B O.EFD.EFL 36 X 72 40 a00 A,B O.E F.G B x 24 40 40 A.B D.EF.G 48 X 46 40 0 A.B N.F1; 4B X 60 40 40 B O.EF G 64 X 24 40 a0 BA. F.GF.G72x38 72 x 611 40a0 040 B D.E F,G 73x 16 40 40 A.8 H,1 BY OTHERS CENTRAL FL®RSA B. O. A. F. WINDOW MANUFACTURER NAME: NTH. a, eNGRPA_ AWNII I/UM A C GENFRAI NOTF_S: MASTER FILE # at 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE E _ SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 5063. 1 I 1 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEQUAL. 2 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST, HOT. H / 8) INSTALLATION: FLANGE FRAME vANDOw N {ONCRE7E OR MASONRY OPENING USE 3/tb DIA. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL Xe SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCKATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC• S ARE NOT PRESE>J. 18 SCREWS SHOULD BE PLACED AT MAX. 6' FROM CORNERS &-MAX. 24' O.C. IT) IF EXACT MANDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTIT' LISTED WITH NEXT LARGER SZE. FOR THE APPROPRIATE DESIGN PRESSURE REOD. 12) GENERAL 1,150 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES T THE 1550 SERIES. F G MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR I - 0&V u'VL DATE ISYM A=* 1001 W, Crasby Rd. • Carroft,, U 75006 • P.O. Box 819022 pR,x OESCAIl- INSTALLATION. [•:TAIL SERIES 1450/1550 FLANGE PA oa,.« el uKo. a. unc I. BB N/A a ix 75331 GErl , `- SHEATHING BY OTHERS d0 IEW SHOWN ANCHOR SCREW SHOWN (TYP.) EXTERIOR FINISHBYOTHERS PERIMETER CAULK 6r OTHERS FIN TYPE WINDOW FRAME HEADER EXTERIOR FIN TYPE — WINDOW FRAME SILL PERIMETER CAULK - BY OTHERSd8SCREW INSTALATIONANCHORSHOWN W CAULK BETWEEN FIN h SHEATING SHIM SEE d8 INSTALATION ANCHOR SCREW SHOWN (TYP.) AS RE 0'D2 zzNOTES) B% WOOD YOTHERS1 MIN. EMBEDMENT FIN TYPE WINDOW FRAME JAMB CAUL ' ETWEEN SHEA 3 h FIN . 2 OOD rUFACTURER NANHa i'— IVEt?Al 4t Uly1LLuM COMPARATIVE ANALYSIS h ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF d8 ST OF 0.090 DIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO'D. IN FEO'D. IN FRAME DTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL O SILL O EA JAMB 16 X 30 log 109 2 2 2 3 16 X 40 83 83 2 2 2 316 150636322230 22 3 20 1 3o 86 86 2 2 220 1407373222420 1 50 5959 2 2 2 4 20 X 60 48 46 2 2 2T- 1283057571 28X4052 52 2 2 3 2 28 X 50 46 A6 2 2 3 2 228 X14230 1 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 4 30 X 60 a0 40 2 2 3 2 2 4 38 X 30 11 41 2 2 38 1 AO 40 40 3 3 3 3 3 3 38 F 50 a0 40 3 3 3 3 3 4 38 X a 4 3 3 3 3 5 AO X 30 40 40 2 3 2 40' 1 40 40 a0 3 3 3 3 3 3 40 z 50 40 40 3 3 3 3 3 4 a X 6o 4 3 3 3 3 3 5 7 4 4 1). SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM uAX. ALLOWABLE SHIM STACK TO BE 1/4'. - 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6o63. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL @ JAM8S. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLA2ING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6) WHERE WATER RESISTANCE TEST REDUIREuEN1 OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADWILLBELIMITEDTO40.0 PSF DUE 10 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST, 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING oO90 IN. CIA NAILS OR d8 SCREWS OF SUFFICIENT LENGTH TO PROVIOE MIN. 1' EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WIN NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TD THE 1940 INSULATING GLASS SINGLE HUNG SERIES. I 4 X 1001 W. C-by Rd. • C-olBon, TX 75006 • P.O. BoX 8190I2. Oobos, iX 75 c IXSCwv1g11 ASSEMBLY DRAWING SERIES 1140/1940 TOL SINGLE HUNG WINDOW o .. xN L BBNAwa o•rt o•c .weu SrM IRrw90H ECN _ 11/OS/Ol B GEN-0013 i' MIN. SHEATHING EMBEDMENT BY OTHERS CAULK BEHIND FIN EXTERIORFINISHBrOTHERS PERIMETER CAULK BT OTHERS WINDOW WIDTH 1/4' MAX, SHIM SPACE 2 % Br WOOD Hr pTnE RS SHIn AS REO'D. 2 X v000 Br OTHERS FIN TYPE WINDOW INSTALLATION FRAME JAMB ANC HCR SCREW B MIN. SHIn AS R[0•D. GLAZING EnBEOnE NTGLA(SENO TEb4' MA%. SHIMSPACEID EXTERIOR PERIMETER CAULK FIN TYPE BY OTHERS WINDOW FRAME HEADER' xe INS'IALLAT GN ANCHOR SCREW EXTERIOR FINISHCAULK BEHIND FIN BYOTHERSSECTION 2 SHEATHING BY OTHERS GLAZING — SEENOTES) EXTERIOR iTIN TYPE FRAMEShPE RIMETEBY OTHER EXTERIOR FINISHBY OTHER CAULK BI SHEAT HI).., 3r OTHERS SECTION I WINDOW HEIGHT2 MA', WINDOW HEIGHTEO' D. 1/ 4• MAX. SHIM SPACE 8 INSTALLATION ANCHOR SCREV 2 x vDOD BY OTHERS COMPARATIVE ANALYSIS & ANCHOP. CHART WINDOW DESIGN PRESSURE NO. OF X8 SCRE VS NO. OF 0.099DIA. NAILS S 12E INCHES , 1NCHES> CAPACITY IN PSF REQUIRED IN FRAME REQUIRED IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD L SILL E EA. JAMB 20 : 30 40 40 2 2 20 x 40 40 40 2 3 20 X 50 20 . 60 40 4040 2 23 30 . 30 40 40 2 2 30 a 40 40 40 2 3 30 x 50 30 . 60 40 4040 402 23 4D x 30 40 40 3 237 40X40040333440X5040 x 60 0 4040 403 33 3 5 50 . 30 40 40 2 4 3 50x40SO . 50 40 4040 403 33 34 4 550x6040403361 40 40 4 CENTRAL FL®RMA B.O.A.F4 MANUFACTURER NAME: E/ Z"L A TIMFN Jy MASTER FILE # .2, NOTES• 1) WHERE POSITIVETDESGNER SILOADDS SWILL TESTBELIIREO)MITEDTO 40.05Psr DUE STONWAT R TESTLOAD IES. PRESSUREOF6. 0 PSF ACHIEVED IN TEST. WOOD 2) 1HSTALLA7IDN: FINFRAME01NSUFINWOODFRAMEOPENINGEMITVOMDMENSTUDSUSINGXBSCREWSWISUFFICIENTLENGTH70PROVIDEHIM. 1' EMBEDMENT INTO SUBSTRATE OR 0.099 1N. DIA. NAILS. 3) IF EXACTWINDOWSIZE1SNOTLISTEDINANCHORCHART. USE QUANTITY LISTED 2 VI IN NEXT LARGER SIZE. 4) SHIM ASREO'D, ADJACENT TO EACH INSTALLATION ANCHOR WITH LEAD BEARING SHIM EDUALLY SPACE - MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS (TYP.) 5) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063. 6) USE LATEXCAULKBEHINDWINDOWFINATHEAD. SILL L JAMBS. 7) USE LATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROFVINDOVFLANGE. 8) GLASS THICKNESSMAYVARYPERREOUIREMENISOFASTME1300GLASSCHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIFIED. 9) GENERAL ALUMINUMS1100SERIESPICTUREWINDOWISSHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 1 I 6' MAX. (TYPJ 6' MAX. (TYPJ ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN - WOOD BUCK t MASONRY OPENING BY OTHERS CAULK BETVEEN WINDOW FLANGE t v000 BUCK CONCRCTE OR HAS OPENING BY OTHERS i EXTERIOR FINISH - BY OTHERS PERIMETER CAULK - BY OTHERS FLANGE TYPE - INDOW FRAME HEADER WINDOW EXTERIOR HEIGHT ONE BY vp00 BUCK 9Y OTHERS T--INSTALLATION ANCHOR3/16, DIA. TAPCON SHIM NS REO'DSEEOT[T) I -I -MIN, EMBEDMENT M PI MAX. 1 SHIN SPACE GLAZING (IYP. SCE NOTED BUCKHEIGHT SHIN AS REO'D SBOEUN NOTED FLANGE TYPE vINDW FRAME SILL rPER1N111R CAULKOTHERSTvOODBY OHERS 1/ a' MAX. SHIM SPACE d d EXTERIORFINISHJBY OTHERS d a CAULK BETVEEN WINDOW 1-1/4' MIN. FLANGE t WOOD BUCK EMBE DMCNT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA, IAPCON ByOTHERS CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS SECTION 1 NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT MEAD, SILL & JAMBS. a) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOtnREMENTS OF ASTu E1300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITY OF WINDOW t INSTALLATION IS LIMITED TC 404 PSF. 7> rOP. INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING, USE 3/ 16' CIA. IAPCON TYPE ANCHORS Or SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS t 24' O.C. MAX. BETVEEN. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW rRAMC TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADCOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS, THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER rIIE WINDOW FRAMING SYSTEM. CENTRAL FLORIDA R.O.&F. MANUFACTURER No Fn/ ERfFL__.4!_.fl/ I"utf MASTER FELE # d2 DW WII HT HE WINDOW WIDTH+ ELEVATION VIEWED FROM EXTERIOR I/.' MAX. BUCKv101M —% SHIM SPACE SHIM AS RE O'0 1-1/a• MIN. SEE NOTES, EM3E DIMENT FLANGE TYPE — CAULK DC VEEry WINODVFRAME !/iIl' VGOD BUCK t AM JBI MP$'Y OPENING Bx OTHERS INSTALLATION ANCHOR TAXIING (TIP. SEE NOTES) 3,16, Di A. TAPCON ONE BY WOOD PERIMETER CAULK BUCK BY OTHERS BY OTHERS CAULK BETWEEN EXTERIORFINISHVINDOVrLMGEBy OTHERS WOOD BUCK WINDOW W101 —+s CONCRETE OR I MASONRY OPENING SECTION 2 By OTHERS WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR ID01 W. Crosby Rd.- CorrolBon, TX 75006-P.O. Bos 819022 •Dollm. TX 75391 INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW Ca. vh n -o z, —C c IIITcnwrN/ A Mrzca n7_ 7z fL OA'E r-IREvIs1DM BY I ECN _ 3/20/02 B FEG N-0025 SHEATHING BY OTHER! CAULK Ei EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLA2NNG (T SEE OTES FIN TYPE — FRAME SILL PERIMETER CAULK J BY OTHERS 08 INSTALLATION J ANCHOR SCREW (TYP.) EXTERIOR FINISH BY OTHERS CAULK BEHIND FIN - SHEATHING BY OTHERS ffd N5TALLATIDN HOR SCREw (TYP.) SHIM AS REO'O. SEE NOTES i/A- MAX. SHIM SPACE nNDOWHEIGHT 1/4' MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES 1- MIN. 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 NE' 1) DESIGN PRESSURE CAPACITY OF WINDOW h INSTALLATION IS 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING O.C99 IN. DIA NAILS. PLACE .099 NAILS 6' FROM CORHER5 MAX, h 8' O.C. MAX. BETWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I IN. EMBEDMENT INTO SUBSTRATE. PLACE SCREWS 6- MAX. FROM CORNERS h 24 CC. MAX. BETWEEN, 4) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 5) WINDOW FP.AME MATERIALALUMINUM ALLOY 6063, 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAMBS. 7) USE LATEX CAULK :OR PERIMETER Sbk .AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEO;IATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRA. I._ FLOR11DA B.O.A.F. MANUFACTURER NAME: MASTER FILE # 02 i WINDOW WIDTH ={ WN00W O 1v O ' HEIGHT O O O ELEVATION VIEWED FROM EXTERIOR SHIM SPACE SHIM AS REO'D, TWO BY FRAMING Br OTHERS FIN TYPE FRAMEJANBIN ED EMBMENTSIEATINI BY OTHERS GLA ZINC (TYP.)tT CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS STALLATION OR SCREW(TYP.) AULK BY OTHERS SECTION 2 1 WINDOW WIDTH WINDOW HEIGHTI 2 1- f' ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD 2UCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHER EXTERIOR FINISH J BY OTHER PERIMETER CAULK J BY OTHER FLANGE TYPE WINDOW FRAME HEADER MNDOWHEIGHT EXTERIOR FLANGE TYPE WINDOW FRAMEIll PERIMETER CAULK BY OTHER ONE BY WOOD BUCK BY OTHER INSTALLATION ANCHOR 3/W DIA. TAPCON BUCK WIDTH I Id C MIN. EMBEDMENT SHIM AS SPACEFLANGETYPE1/i SHtFL IM AS REO'D. E NOTES) ES) SEE NO1E5) WINDOW FRAME JAMB CONCRETE OR MASONRY OPENING 1 1/{ MW ENBEDMENT BY OTHER iINSTALLATION ANCHOR 3/16 DIA. 7APCON PERIMETER CAULKBTOTHERSCAULKBETWEEN WIDTHMASO WOODSPAMAX.WINDOW BUCK &$ PACE T OPENINGMAX. By OTHBrOTHERS EXTERIOR CHIORWIBY OTHER WOOD -BUCK BUCKHEIGHT SECTION 2 ANCHOR (TTP.) J K HI D UPRECASTSILL BY OTHERS CALK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHE9VE SEALANT NOTES: DOWGHT gIGHT 1 Al WINDOW 1 1) SHIM AS RED D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW %RAME MATERIAL: ALUMIN UM ALLOY 6063 J) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4J APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE—MOREHEAD 8500 ADHESWE CAULK AT FRAME SILL. MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1580 SERIES MODIFIED SLIDER INSULATING GLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW N CONCRETE OR MASONRY OPENING USE N16' DIA TAPCON ANCHOR OFLDCATIONSHOWNON SUFFICIENT LENGTH TO PRONOf MIN,1-1/4 EMBEDMENT INTO $U8S7RA TECHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL 08 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALLFACTORYAPPLIEDINSTALLATIONHOLESWHERE7APCONSAREREO'D. 11) IF EXACTWINDOWSIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUAN71TY LISTED WITH NEXT LARGER SIZE D F 2 ELEVATION VIEWED FROM EXTERIOR o3- 7-c--aL- COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A,G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H,K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 1 40 H,K 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 1 'H,K I A,B,F,G 60 X 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K A,B,C,D,F,G CENTRAL FLORIDA B. O. A. F. MANUFACTURER NAME: a , 4Li MASTER FILE # g DATE Ga WGNA,.•E IFWvw e, 3/20/D2 I GEN0027 Ju[ i ,L4.a0G• CMr..b „rtla.,O.r . awn ,u _.,_r.. W.dc. ,],.. ••C.Lt•0,1 M:-:It:.., (•0,l Cf-CiL, SHEATHING CAULK BETWEEN FIN BY OTHER & SHEATING i1 MIN 3 SCREW !NSTALATION ,EMBEDMENT ANCHOR (TYP:) 2 X FRAMING EXTERICP. FINISH EY OTHERS BY OTHERS FEP.!METER CAULK 1/4' MAX. BY OTHER F-M SPACE FtN TY=E d W.NDC'+1 SHIM AS REO'DFRAMEHEADERSEENOTES) WINDOWHEIGHT XTERIOR FIN TYPEWNDOWFRAMESILL SILL STOOL BY OTHER 4 X FRAMINGOTHERS ULK BETWEEN 5 EATHING & FIN SEE NOTES) D OTHERS FIN TYPEN. WINDOW FRAMEENTJAMB CREW ALATION OR (TYP.) WINDOW WIR FINISH RS XT RIO IMAULK BY OTHERS SECTION 2 6"MAX.(TYP). - EOUALLY SPACE 6" MAX.(TYP) ANCHORS (TYP. 0 HEAD, SILL. JAMBS) PERIMETER CAULK) L 1/4 MAX. BY OTHER SHIM SPACE SHIM AS REO'D IN SCREW (SEE NOTES) WINDOW \ INC-OR ( YE.1- ANC -OR (2 X FRAMING HEIGHT BY OTHERS \ Fz TER:OR a FINIS- BY C-1ERS CAULK BETWEEN WINDOW FIN & SHEP HIND SHEATHING BY C-HER. 0 BEDMENT SECTION 1 GE':ER<_ NOTES: 24" O.C. 1) S-.' AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BE+RING SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4. 2) Wr.•.00W FRAME MATERIAL ALLOY 6063- U'SE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL &JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROJND EXTERIOR OF WINDOW FF.. AmE. 5) G A55 THICKNESS MAY WARY PER THE REOUI=.EMENTS OF ASTM E1300 SI•,GLE GLAZING 15 SHOWN. INSULATING aAS= IS ALSO QUALIFIED. 6) DR—NG APPLIES TO INSTALLATION OF FIN FRAME WIN'_OW IN WOOD FRAME OPENING w'- TWO BY WOOD STUD$ USING 099 IN Du N'A:'_S CR /8 SCREWS OF SUFFICIENTLE%-.-H TO PR WIDE MIN. I• EMBEDMENT INTD SUESTR--E. j IF ---CT W1ND W SIZE IS NOT LISTED IN CHART. ;SE A.' OU ANTITY LISTED WITHNS,' LARGER SZE. 8) GE'=RAL ALUNINUM'S 1150 SERIES HORIZONTAL SLDER :S SHOWN, THIS PRINT ALSOAP=_:ES TO T-- 1980 INSULATING GLASS HORIZONTAL SLIDER SERIES. 1 WINDOW W40HT ANCHOR (TYP.) COMPARATIVE ANALYSIS & ANCHOR. QUANTITY CHART vnNDOw SIZE DESIGN PRESSUF.E y8 SCREWS RED'D. 099 N.AfLS REGD. 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 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 . 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 1 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_ 1 40 a 3 7 5 ELEVATION VIEWED FROM EXTERIOR". 0 Gkq Y TiTgiTi3F;,(, r 1FF.L-0t.T3piIDTA M 3. 1G O.-AL. MASTER FU E # 4S 1001 W. Cmb( 9d. • C—W-k Tt TSM • P.O. 9-. 519022.0.k, it 75MI INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1180 /1980 MODIFIED HORIZONTAL SLIDER ORN 1 CLAD SCAT"c BB N/A 10, I T(w(I I DATE — Nvu9ER R(WVDv n C3/11/02 I GEN-0029 INSTALLATION MULLION ANCHOR ANCHOR — MULLION TYP.) BRACKET ANCHOR BRACKET FLORIDA B°0° MANUFACTURERER Na WINDOW FRAME JAMB TYP.) DWG No: GEN70452 IA P MULLION II I DIE NO. 1445 I II I I II I I II I I II I II I I INSTALLATION ANCHOR TYP.) R FILE # 8 SELF TAPPING ° SMS ( TYP.) 0 SUBSTRATE MULLION DIE NO. 1445 UJ 1 IIv ° SEE NOTES v .. a v # 2 & # 3 o v I - -a-- I-- 1— 7 /8"~ SECTION B-B NOTES: SECTION A - A 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445 WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY A A B R EXTERIOR ELEVATION SIDE, 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS O 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 DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 Vd ' AREA: - - - - DRN: JS APRVD:..- - - - DATE: 3/1 % /02 SCALE: MATL: - - - - DWG NO: GEN-0452 1NT/FT: PREPARED By, ,PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWT, HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0368 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125. 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY.. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365/ FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020122 HEATHROW, FLORIDA 32746 FEB. 19, 2002 PHONE 407 805-03651 FAX 407 80SM66 02-0217 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC- 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805MW CA020123 FEB. 19, 2002 02-0217 e DING NO: MU6LI ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A -A MULLION ANCHOR BRACKET M JLLI ON DIE N0, 1446 I I I I I INSTALLATION ANCHOR TYP.) SEE NOTES a I #2 & #3lao v I' 7 /P" v MA.l V UF ACTIR 11JAya ° L,J EXTERIOR ELEVATION ASTER FILENOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. ' SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: DRN: JS APRVD: __—_ OATE: 3/17 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO N/OOD FRAM-ING WT/FT: ---- SCALE: .HALF MATL: — — — — DWG NO:GEni—G'-.1 PREPARED BY:. PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW, FLORIDA 32743 PHONE 407-805-0365 FAX 4C7-8+5-03c^ SHIN FS. ?E'O'D INSi ALLAT ION ANC?C'R -- DOOR WIDTH I;-—l/<' MAX. SHIM SPACE iN$TFLLFTIGN «\Chic TWO BY VoeD .e SCREW SHEATHING (SEE 'NOTES) :2 SCREW 1-1/8 MIN. BY OTHERS TWO By WOOD By OTHERS - I I EMBEDMENT BY OTHERSCALLBETWEEN DOCK FLANGE TWO BY vcoo SLIDING GLASS L SHEATHING BY OTHERS DOCP, FRAME CAULK BETWEEN JAMD HOCK STRIP L SHEATHING SLIDING GLASS DOOR HOOK STRIP X SHIM AS REO'D. 1/4' MAX, (SEE NOTES) SHIM $PACE ' q 8 aB SCREW ION ANCHOR EMBEDMENT f-!/2' MIN. EMBEDMENT ZTEMPERED GLASS - - OR SID (TYP) CAULK. FLANGERSIDINGDOORFLANGE BY OTHERS t SHEATHING SLIDING GLASS - DOOR FRAME PERIMETER HEAD SHEATHING CAULK By BY OTHERS T..ERS PERIMETER SHEATHING , CAULK BY BY OTHERS TEMPERE GLASS OTHERS STUCCO - (TYPJ STUCCO OR SIDING TEMPERED OR SIDING - BY OTHERS 1 SS (TYPGLASS BY OTHERS SLIDING GLASS DOOR INTERLOCK Ii. - t :i>:w.l 'S i`-; .: i.. •.av _ r - DOOR DERSau3: HEIGHT SECTION B—B HOOK STRIP DETAIL L,i# AHOT- 2f.1, .., _..: 1 2 DOSINSTALLATIONI SCRELAN ALLOT E (IF2) B INSTALLATION SCt TA COST 3E TorTALLAIONIEMiMTOKILLMIN. 'H3EpMNTI-1/B' INTO V 6 TAPCCN TTPL INSTALLATION AMHCRS AT SILL MOST BE CfSOFFICICNTLENGTHTOACHIEVENtlCHBCDMCNTOr1-1/3- INTO MASLWRT ( CGMRETE USE , LATION ANCHOR GNART CN BACKEHI F6 7MIS SHEET. USE SILICONI ZED ACRTL IC CAULK BEHIND 0G FLANGE AT Mw0 L ERSOR. S) USE SICT DOZEDSIZE IS C T IK EDR ANCHOR SEAL wRCUHO ExTER10R TI DCLISTED SLIDING GLASS - / / ' 6) IF EXACT DOOR SIiC IS HOT LISTED IN AN[)) CHART, USC ANNC)NOR OOwnTITT LISTED VIM Mai LARLCR SIZE. FCR THE APPR®RNATE DESIGN PRESSLRE RED 'D. DCGR -FRAME T) F!A-POCKET COOR SIZES USE CLOSEST 7TPASS DOOR SIZE L COrfIGLRwiION TO FINISHED OEMIn4 B PLACE InSTALLAIION ANCHORS. In FRONT OF HOCK STRIP AS SMDVH SILL B B) GLASS THICKNESS MAT 1-1 PER RLDOIR[MniS OF ASTN E1700 GLASS CNARTS. 9> DOOR uNiT IS APPROVED USING iEHPLREO GLASS IN SINGLE GLAZED CRI NSM"ING GLASS p !DI I.N! / SILL CORNERS ARE 10 3E :EAL_3 WITH A SNAIL HINT CAn TEALE III SHIM AS REC'D, At CA, SET OF INSTALLAT.{DN ANCHCRS. HAK ALLOWABLE SMIn STACK TC BE 1/4'. I2) ALL INSTALLATION ANCHORS MOST 3E nADE 6 CORROSICN RESISTANT N.TERIALS. 17) vHE IC -a• REPRESENTS NO ING PANEL w0 'O' RT 01 ENTBACK r THISPANEL APPRGvEOCONFIGORAT{CNS ARC AS LISTED ON AMHDR CHART CN 3ACK DF 7MIS "MET• E X T E R i R E L E V A T i _ N "' Nat ALL G NFIGORAiICN2 LISTED AlDVL ARE SHCWn 6N THIS DRAWING. HOW- AP INSTALLATION TOSECTIONSTIA'• '!-3' L HOOK STRIP 7ETAIL APPLY iO INSIALLATICM O All APPROVED EM 3E nNENT CONFIGJRfTIONi. A i I d A 1-1/3' MIN. z PANEL DOOR SHOWN 't5> FLOR S IES AND 2 )DOD SERIES SiDING GLASS DOOR IS SMOVK THIS PRINT ALSO APPC:CT T7 T I { 20D0 SERIES AND SDD SERIES- G A A p LIBERALLY APPLY - ° REVI DESCRIPTION DATE MINI L.0 PID A ExTRUDEKS LIBER LLL.ING UNDER SILL I \ INT. INC. SAN OPD FL. OR SET SP_L IN BED !NSTALLATiCN ANCHOR I I TITLE: SUtDING GLASS DOOROfC_NCiE E 3/ls• :)IA. TA CON 1I'/ i INSTAL! A.TIGN WIT;.I '8 SCREWS SECTION A. -A. nn I DRAWN BY: SS APPROVED BY: Ft . I 2l J2 I ATE: !: 1?; Gl IS LE: Ni: IDKG `LE C1Cc? NOMINAL Ouup SIZE AND CONFIGURATION DOOR SIZE QUANTITIES IN HEAD & SILL QUANTITIES IN EA..JAMB (QUANTITIES IN EA. HOOK STRIP UP TO Ia5PSF 46 FSF TO 60 PSF 61 PSI- TO I70PSF UP TO Ia5PSF 46 PSF TO EO PSF 61 PSF TO 70 PSF UP iQ a6 PSF TO 6l PSF TO a5 FSF 60 PSF 70 PSF a068 xx, Ox, x 5068 )(X, x, x 6068 Xx, Ox, XO 8068 Xx, Ox, xOOX. x0 48 x 80 60 X 80 72 x 80 96 X 80 120 X 80 6 6 8 10 6 6 8 l0 6 6 8 10 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a 4 4 4 4 4 a 4 4 4 a a 4 4 4 10068 XX. 5080 XX, 0X, X 6080 Xx, OX, XO 8060 xx, x, Xp 0X -x0- 60 X 96' 72.x 96 96 X 96 120- .X. 96;- - 6 8 10 6 8 t0 I12-- - 6 8 10 0 10 10 10 10 10 10 10 10 10 I10 t0 5 5 5. 5 5 5 5 5 5 5 5 5 T0080 XX 50100 XX, X, X I60100XX, OX, X X X 60 X 120 72 X 120 96 X 120 6 I8 6 8 6 8 12 12 12 12 12 12 12 12 12 6 6 6 6 6 7 6 7 8 0 00 xx 9068 X 12068 OX Ox0 109 I/8 x 80 145 1/8 X 80 I1811/8 X 80 12 14. I16: 12 l4 16 12 14 16 8 8 8 8 8 8 8 8 8 4 4 a 4 4 4 4 4 4 15068 9080 OX0 12080 OXO 109 1/8 X 96 145 1/8 X .96 96 12 14 12 14 6 12 14 10 10 10 10 10 10 10 10 10 I 5 5 5 5 5. 5 5 5 5 15080 Ox0 90100 X0 120100 Ox0 9068 xxx 12068 XXX 15068 XXX 9080 xxx 12080 xxx 15080 xxx 90!00 xxx xxx 1006E OXXO 12068 0xxp 16068 XXO. 12080 OxxO 16080 xx0 100100 OXxO 160t00 pxx0 10 XXXX 12068 XxXX 1606E xxxx 10080 xxxx 12080 xxxx 16060 xxx-x i00100 XXXX 1_0!00 xxx 60100 XXXX 181 1/8 X. 109 1/8 X 120 145 1/8 X 120 106 5/8 X 80 lag 5/8 x 80 178 5/8 X 80 106 5/8 X 96 142 5/8 X 96 178 5/8 X 96 106 5/8 X 120, Ia2 5/A X 120 119 5/8 X 80 ia3 5/8 X 80 191 5/8 X 80 1101435/8 X S6 l91 5/8 X 96 119 5/8 X 120 119xxo35/8 X 120 1/4 X b 141 1/4 X 8011291/4 X 80 I It/ 1/4 X 'b 141 1/4 X 96 169 1/": X 96 I it, 1/4 X 120 14i 1/4 X !20 89 1/4 X !20 6 12 14 12 ' 14 6 12 la 16 12 4 12 la i8 12 14 18 12I18 12 14I16 I 12 14 16 I 12 1a 15 12 4' l2I14 F12 I l8 12IlE 12I14 16 I 12 14 16 I 12 14 10 12 4 12 14 16 12 14 16 12 c 12 14 18 t8 12I19 12 14 16 12 14 6 I 12 1= 19 12 12 8 8 8 10 10 10 12 12 6 8 8 10 12I12 c 8 8 1 I 10 10 i2 I !2 12 12 8 8 8 10 10 10 12 12 8 - 8 8 0 12 2I !2 ti 8 8 1 0 10 12 12 5 7 8 12 5 7 8 8 4 4 ._ 8 I 4 4 4 8 4 a 4 10 I 5 5 5 10 5 5 5 10 5 5 5 2 6 7 8 12 6 7 8 8 4 4 4 8 a a 4 8 4 4 lu 5I10I5I5 5 12 6 7 c 12 12 I 6 7 I 8 4 4 8 I c I 4 4 8 4 4 4 I O I = I D 50 5 5 0 5 _ c I 7 c 0I12I7a ; I A'e r1... _ - _==Nlf+i J/T..' _ . .__ 7UCK USE SAMr_ r' FLORIDA EXTRUDERS INT. IN. SaNFD+:0. ';-L. SLIDING GLOSS DCGR INSTALLATION JIT= ^c SCBE'JS CONCRETE OR SHIM. AS RE'C'D _ MASC•NRY OPENING SEE NO Tr S) BY CTHERS CAULK BETWEEN DOOR FLANGE g WOOD BUCK CAULK BETVEEN GOD BUCK LPERIMETEkMA $'Y. OPENINGCAULKbTBYOTHERSOTHERS, 1 ST u OTHFrOTHERS INSTALLATION ANCHOR R8 SCREW (TYP. WHERE- TAPCONS ARE NOT REO'D.) SLIDING GLASS POOR FRAME ILL A D d A INSTALLATION ANCHOR 3/16- Di A. TAPCON INSTALLATION ANCHOR. RB SCREV O YP. WHERE ONE BY WOOD 1APCWNa AR, NOT REC'D.) PUCK BY OTHERS 1 1/4• MIN. EMBEDMENT SLIDING GLASS DOOR FRAME - I rI/4' MAX. - JAMB D T I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPEREDGLASS (TYP.) DOOR HEIGHT D EMBEDMENT A 1-1/4' MIN. D LIBERALLY APPLY CAULKING UNDER SILL OR SET Sill IN BED INSTALLATION ANCHOR OF CONCRETE 3/I6' D:A. TAPCON SECT. -ION r/Ii-A TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS FI/ 4• MAX. SHIM SPACE 1 1/4• MIN. Imo -EMBEDMENT ONE BY WOOD I BUCK BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON SLIDING GLASS DOOR - HOOK STRIP CONCRETE OR MASONP.Y OPENING BY OTHERS d d 1-1/4• MIN. EMBEDMENT Q T IIL tC L CAULK BETWEEN i WOOD BUCK L MAS'Y. OPENING BY OTHERS CAULK BETWEEN HOOK STRIP L WOOD BUCK Q ONE BY WOOD BUCK BT OTHERS STUCCO S.G.D. WIDTH / BY OTHERS U CO . 41 B. O./`j'I..TEMPERE GLASS ' SECTION B!'AL'rITRER ' CT YP.) r- 1 Q F- SLIDING GLASS DOOR c t' INTERLOCK MASTER FILE # S HOOK STRIP DETAIL CAULK BETWEEN d WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS RED'D. ( SEE NOTES) INSTALLATION ANCHOR 3/16' DIAL ,APCON CAULK BET VEEN DOWR FLANGE L WOOD RUCK d CONCRETE OR MASONRY OPENING BY OTHERS 1) DOOR MATERIAL, ALUMINUM ALLOY 6063. 2) TAPCDM TYPE INSTALLATION AHCMORS MUST BE Or SUFFICIENT LENGTH TO ACHIEVE MIN. CMBCDMEMT Or 1-1/4' INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL rRAnE MEMBERS IARCON ANCHOR CNLART ON BACK Or THIS b[ET. 51 USE SILICON` ZED ACRYLIC CAULK BEHIND DOOR I'LANGE AT HEAD L IS. 6) USE SILICDN12ED ACRYLIC CAULK FOR PERIMETCR SEAL ARDLmD ExT ERIIRR Or DOOR73IFEXACTDWRSIZEISNOTLISTEDINANEMOIRCHART. USE ANCHOR 11 A 11TI LISTED 1I11 NEXT LARGER SIZE. FDR THE APPROPRIATC DESIGN PRESSURE RED-D. B) rOR POCKET DWR SIZES USE CLOSEST BYPASS DOOR SIZE L CDN'IGURATION To F1MISHED OPCMING PLACE TAPCDHS. 1N rRDNT OF HOOK STRIP AS SNO- 9) GLASS THICKNESS NAY VART PER REOWREMENTS Or ASTM E1300 GLASS CHARTS 10) ALL FACTORY APPLIED MOLES NOT DCSIGNAICD rDR TAPCDN LLANCHORSMOD BE FILLED VITH K8 SCRCVS Or SUFFICICNT LENGTH IC PROVIDE MIN. 5/8• EMBCDnENT INTO WOOD BUCK. IU DOOR WIT IS APPROVED USING TENNPERED GLASS IN SINGLE GAZED DR INSULATING GLASS. 12) IAMB / SILL CORNERS ARE To BE SCALED VfTM A SMALL JOINT SEAM SEALER. 13) SHIM AS RED 1, AT CA. SET or INSTALLATION ANCHORS. HAX ALLOWABLE SHIM STICK TO BE 1/4'. 1-1 ALL INST ALL AT IDN ANCHORS HOST BE MADE or CORROSION RES;SIANT MA +ERiALS. 15) VMERE •X- REPRESENTS MOVING PANCL AMD -D' REPRESENTS rIXED PANCL APPROVEDCDWIGURATIONSAREASLISTEDDNANCNURCHARY (31N BACK OF THIS SHEET. I6) NOT ALL CD+r1GURAT IONS LISTED ABOVE ARE SHOWN ON THIS DRAVING. HOVEVER INSTALLATION EXTERIOR ELEVATION SECTIONS '•-A• 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN CDK IGURITIDNS. 17) INSTALL ONE TAPCON IN EACH PAIR or rACTORI APPLIED INSTALLATION HOLES UNLESS NOTED OTMERVISE ON ANCHOR CHART. SEE BACK OF THIS SHEET. 18) FLDRIDA ExTRUDERS 1D00 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 20. SERIES AND 500 SERIES. REVI DESCRIPTION DATE IINI EXTrL ' P I D A INT.RINC.RS $ ANFORD TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DPaWN BY: BB I APPROVED BY: I -I n.mTl. ii1 17C/f); Icr.)D_ NI 7C TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP To 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, Ox, XO 48 X 80 3 3 3 4 a 4 3 3 a 5068 XX, OX. X 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX, X 72 X 80 4 4 4 4 4 4 3 4 5. 6068 xx. x. x0 96 x 80 5 5 5 4 4 4 3 4 5 1006? XX, x XO 120 X 80 6 7 C) 4 4 4 3 4 5 5090 xX, Ox, XO 60 X 96 3 3 3 5 5 5 4 5 6 I I I8080xx, OX, XO 96 X 96 5 5 5 5 10080 XX Ox. x0 120 x 96 6 A 7 c ) 5 5 5 a 6 6 50100 Xx, OX, X 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, OX. X 72 X 120 4 4 4 6 6 6 6 I 7 8 80100 XX. X XO 96 X 120 5 A 6 6 7 (D1) 6 8 9 906E OX 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5 15068 0x 181 1/8 x 80 8 10 () 1 (D ) a 4. 4 3 4 5 9080 OX0 109 1/8 X 96 5. 6 5 5 5 4 6 6 12060 OXO 145 1/8 X 96 7 I 8 CDI 9`S'i32) S is..Y :a..Z i..`.1k:a 5 4 6 6 15060 XO 181 1/8 X 96 8 11 11 5 5 5 1 4 6 6 90100 DXO 109 1/8 X 120 5 5 6:: r nZl 6-.:' ii8ttizi DI) 6 I 8 10 T20100 OX 145 1/8 X 120 7 6 6 7 (DI) 6 8 10 9068 XXX 106 5/8 x 80 5 5„-..,, _ 5 _.---.:_. 4 4- 4 3 4 5 1206E XXX 142 5/8 X 80 7 7 8 (DI) ja . 4' ": 4 3 4 I 5 15068 xxx 178 5/8 X 80 8 4 4 a 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 S 5 5 4 6 6 12080 XXX lag 5/8 X 96 7 8 (DI) 9 <D2) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 t( 3) 3 5 5 5 4 6 6 90100 XXX 106 5/6 X 120 5 5 6 6 6 7 6 I 8 I 10 120100 xxx 142 5/8 X 120 7 n;) 1n rn-) 6 6 7 6 8 0 1006E OxXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (Dl) 4 4 4 3 I 4 I 5 16068 OXXO 191 5/8 x 80 9 10 (DI) D3) 1d4aa34S UtXXu - 1 7D/b X '6 b 6 7 (D1) 7 4 b b 12080 OXXO 143 5/8 X 96 7 8 (DI) 9 (D2) I 5 5 15 I 4 I 6 I 6 16080 OxxO 191 5/8 X 96 9 n3) l4 5> 5 5 5 4 6 6 100100 OxxO 119 5/8 .x 120 6 b 10 120100 OXXO 143 5/8 X 120 7 9 (D2) 16 11< D0 <D3) 6 6 7 <D1) 17 6I 8I 10I160100Oxx 191 5/8 X 120 10 (1 13 (D4) 16 (D7) 1,6 6 DI) 6 8 10 10068 XXXX 11/ /4 x 6 6 a 4 4 4 12068 XXXX I 141 1/4 X 80 7 7I 8 cDnI 4 a 14 I 3 I 4 I 5 16068 XXXX 139 1/4 x 80 9 cDl> 10 (D2) 12 (D4) 4 3 4 5 10080 XXXX 11 1/4 X b 6 7 (D1) t) 5 y 12080 XXXX - I 141 1/4 x 96 7 18 (D1) 9 (D2) I 5 I 5 15 I 44 6 6I16080xxxx1891/4 X 96 9 (Di) cD4) 13 c 5) 5 5 5 6 6 100100 XXXX 117 1/4 X 120 1) 1) 6 6 Dl) 6 8 10 120100 xxxx 1-1 1/4 X 120I 716 8 (DI) 16 I0 (D3) 17 6 6I 177 (DI) 6I 8I 10I160100XXXXlegl/4 X 120 i0 (D2) 13 (n5) 5 (D7) 6 7 (Di) 8 10 TrLni'% ,:17 ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THPU 'D7' DESIGNATES 1N WHICH SIZE & CONFIGUP.EATIONS TWO TAPCONS ARE PEO'D. 2) 'DI' MEANS, INSTALL TWO TAPCONS IN ONE SET OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) 'D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) 'D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) 'D5' MEANS, INSTALL TWO TAPCONS IN FIVE. SETS OF INSTALLATION HOLES. 7) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD 2 SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT "TO INTERLOCK OR BUTT STILES IN HEAD S SILL. B: SECONDLY, AT EACH END OF HEAD 8 SILL NEAP. JAMB CORNER, IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD S SILL CORNERS. C LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A v E. r ( n EXTRUDERSrrIOR1LF INT. INC. SANFORD. FL. T11LD SLIDING C'_ASS DOOR TA?CON F,L-.SS CHART Rn BB Hti. 0! ClV i N.T.S. •.c •cF'_:xlC'c GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 a 19.125 758 26.500 30.500 37.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 705 705 705 705 705 26.000 243 229 220 219 219 38.375 293 109 101 91 85 85 50.625 138 85 78 70 63 62 54.625 108 80 73 65 59 58 55.625 102 53 48 43 37 36 63.000 69 34 31 27 23 22 72.000 45 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 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 fq FLANGE VERTICAL P.W. SIZES WDW. WTH. > WOW. 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 & APPUCATION 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 WINDOW FRAME SILL CTYPJ WINDOW FRAME HEAD T YP.) INSTALLATION ANCHOR TYP,) 8 SELF TAPPING SMS CTYPJ MULLION ANCHOR BRACKET SEE NOTES I 2 & #3 D d D I DWG NO. GEN-0453 Ia 1-7/8" 0 INSTALLATION ANCHOR CTYPJ a MULLION v V 1-7/8" DIE NO. 1447 rCTPRki6 SUBSTRATE ER NAPEe MULLION. DIE NO. 1447 v v SECTION B-B ° v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. ATTACH MULLION T SUBSTRATE WITH 3/16' DIA. M 9 2) IN MASONRY CONSTRUCTION, CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE R 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) MUL.LI N ATTACHMENT IN SECTION B—B IS TYP. AT JAMBS. w. GENERAL_ ALUMINUM CORP, CARROLLTON, TEXAS TITLE. FIN H RIZ NAL MULLION INSTALLATION DETAIL ` ALUMINUM TUBE MULLION, DIE NO. 1447 AREA DRN BB APRVD,DATE 3/17/O2 EXTERIOR ELEVATION ---- a WT/FT= SCALE'HALF MATL= _ _ - - DWG NO,GEN-0453 PRVARE 4. ®'IV PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY=, HEATHROW,-FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366P GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 CA020040 12Jan-2002 01-1201 DING No: 4-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUN DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE —NO. 1448 INSTALLATION ANCHOR TYP.) i SEE NOTES a #2 & #3 o v - ' v EXTERIOR ELEVATION MANUFACTURER Nj MASTER FUE L NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG ..AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. CARROLLTON,' TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH, TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 x AREA: — — — — DRN: J s APRvO: — — — — DATE: 3 / 1 7 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: — — — — SCALE: HALF MATL: — _ — — DWG No. ^JGEC`:-C-_ PREPARED BY: PROOUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY.'HEATHROw, FLORIOA -3274: PHONE 407-605-0365 FAX 407--.5-C`44 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 t4A V FIN VERTICAL S.H. SIZES 18.000 24.000 30.000 36.000 48.000 53.125 WOW. WTH. > WDW. HGT. V 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY. PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020037 JAN.11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 44 &?/ FIN VERTICAL P.W. SIZES WOW. WTH. > WOW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378. 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038SUITE250 HEATHROW, FLORIDA 32746 JAN. 11. 02 PHONE 407 805-03651 FAX 407 805-0366 01-1201 7Tl6 1. TESTED IN ACCORDANCE WITH STANDARD BUILDING CODE, CHAPTER 17. TO A POSITIVE T AND NEGATIVE 37.5 PSF. 2. DASH N.A6EFjS REPRESENT vM10,15 SECTION HEtGITS- 3. 1" SECTION 7' HIGH DOOR 9-10M. 8' HIGH DOORS HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812. 19.00 h 16.75 ARE AVAILABLE AND MAY BE USED IN CG.BINATIGJ TO ACHIEVE VARIOUS HEIGHT DOORS. - 5. DA3OSSICKT PATTERN OF /4.50 X 20.375 SAOM4. ALTERNATE PATTERNS OF 12.50 X 43.375 A)•D 12. 50 X 20.375 MAY BE USED. 6. TORSION SPRINGS SITYAVN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. PIN 405964-0002, ON 8' HIGH DOORS ONLY. PA 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR TFE SE SECTION IM.£DIATELY BELOW THE TOP SECTION. 2' X 6' WOOD J" 2' X 4' WOOD JAH,43 OR EOUIVALENT P/N 405964-0001 1/4' TRACK BOLT 5/16 X 1 3/4' S' REF LAC SCREW DETAIL 'E' SCALE: /-/8 3 1/8 2' 2+ OR 12 R OPENING HEIGHT VAR; ES) I _ 18.50I II WEA UILDING r ytl ` Rn L t.. ORANGE COUNTY f r w 9. THE STRUT PLACD.ENT ON MORS CONSTRUCTED WITH 5 OR MORE SECTIONS MJST.BE a*ra CONSISTENT WITH THE DOOR SHOWN, THE STRUTS FOR THE ADDITIONAL INTE `T E FILE 8 REV fSECTIONSAREt0BEPLACEDASSHpWN THE THI Rp SECTION. REv f10. THE STRUT PLACEAENT DIMENSION ON ALL SECTIONS LESS THAN 20,812" M REDUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT t 20.812'. ® 11: SCREW P/N 605911-0001 IS A 1/4' 01A X 5/8' LONG TYPE AB HEX HEAD AETAL SCREW 12. POST TO BE INSTALLED ONLY WHEN HIGH WIND W'ARaNINGS ISSUED. 13. STRUT PLACD.ENiS CAN VARY 13'. 14. 0.WNTI I FOR LOCKS CAN BE 0, 1, CR 2 1 TRACK 968 END HINGE J:il OOB I II VIEW "D-D' t/8• DSB 2' TRACK 049TH< (VERTICAL) SECTION "C-C" X 6' WOOD JAW X 4- WOOD J" -D- 7 SCALE: 1/2 EQUIVALENT. IAONIZONTALT. COLNTEERBALANCE OPTICNAL SPLICE IN HORIZONTAL TRACK AT TOP OF RADIUS 407605-0004 TYP 2 PLCS 404828-0003D' TYP 2 PLCS 407605-0003- TYP 2 PLCS 404828-0003 TYP 2 PLCS a400650-0001HS-1 TYP 3 PLACES TCM FIXTLRE i t CFttc. tQIT... _._ ...._-_._.___ __.__..._. _--7YP-2'-PEGS _-.. ... INR 11' 046450-0003 404825-0003 TYP 2 PLCS 5.00 36.00 E STANDARD TRACK DETAIL FOR 16' 405771-0001 404828-0003 SCALE: 1/16' t' SERIES 280 TFRU 289 ARE EOLII VALENT MAISTRL.CT ION 25GA STEEL SERIES 180 ARE SAW COASTRILCTIG'V AS SERIES 280 CAJI v MA 5- AN ETD GAPS DOOR TESTED WAS 281 SERIES. DOOR WIgTH CENTER STILE END STILE STRUTS/SECT. ROLLER DTI &TRAIX HARDWAREf6J FO T) 16' 3 SMILE YES FHSO 2' X 7/16' 049' 100 STD. OPTIONAL WINDOW DETAIL SCALE:3/32 1 400650-0004 SPRING ANC TOPOONLYBRACKET 16'-0• MAX. WIDTH - SCALE: 1/16*-1- INTERIOR ELEVATION DETAIL 'F" SCALE: 1/4' 16' WIDE) ENTER STILE - N 408680-0004.5,6 L213PLCS) 407603-0001 49 PLCS) C• L-- •C. 409327-0001 M b Ao.w rNowex R•p•.1Va a Mt - a4a vmm a weMre omr an.o.rlw •.°%S r.awnlwl. Ae Ia wm I• m mR raIIOIH@a. An roar rrsrAr4= nwm x•, wow w.a t 'uIw ud to rv.olut oIa® Iowa n•o,t nt Imp. w.w.m O00' rwour,w A' LER SEENOTE 4 STRUT TOPFIXILRE HINGE w 401199-0001 TYP 2 PLCS 404828-000-0003 TYP 2 PLCS 1 7/8' TFF(. SECTION 'A -A' SCALE: 1/4 y •F' 061601-0000 14 DESIGN LOAD n• ' 25 PSF ± 2l.6a c7._0. y1) TEST LOAD 37.5 PSF ± 8'_0• MAX. HEIGHT 21.57 f F 405771-0002 I. r oaw rISER1ES' 280 t 180 REST SiiL ORG16'4' MAX WIDTHTNDLOAD M. YCLN1 01/13/98 omaa w. DAVID FA 409335 3 8 W4t<7 1._ - 2_ DAVID FAW 02/19/98 4 0575 ANCIHOR W/ O 4-5/16 X 1 3/4O LAG SCREW 0 O 6.04 IO 4 . 00_ P/ N 409328-0001 PLA7E.Ft1SP I 2 7/16 1 . 106 fFK. 12 O O 070 MIN P/ N 401199-0001. TOP FIXTL.RE ATTACH t0 DOOR WITH 4 SCREWS P/N 605911-0001 091 MIN+{It nN0 0 J 9/16' o 0 0 0 2 7/16• P/ N 405771-XXXX BOT. FIXTURE FOR 180/250/290/390 SERIES ATTACH TO DOCK WITH 3 SCREWS P/N 605911-0001 2. 25 LENGTH = DOOR WIDTH - 1'-1 1/ 8 BL— t 7/8 — 5/ 8 MIN THC P/ N 400650-XXXX. ROLLED HS-X STRUT PART N_MBER IN. L, STRUT 400650- 0001 .030 HS-1 400650- 0004 .020 HS-0 0 0 0 2 1/16' O THFROW O J 4 5/8• o I o00 P/ N.061601-0000. SLICE LOCK ASSY 0575 - REF2 9/32 + .1 j + t-.070 MIN 4 tt 0 I 1 3/4• 3/ 4 00" 3 3/16 I I of- STRUT _ - 2 9/32 - 0 0 o o 'H• o O 2 tl2' p o C 2 1/8' 000 .070 MI r O Q 0 - C 1 6.00 7/16 O 0 0 .100 MIN-4— .108 MIN 3 3/16 P/N 405964 k 046450. ERACKET, SCAR IL O PM 405964-0002, BRACKET, SCAB JOINT PM 407603-0001. CENTER HINGE o O i 0 o STEEL DOORS PART• NA6ER •L• ATTACH TO DOOR WITH PM 407605-)C-=. EAD• HINGE 405964-0001 3-1/4 4 SCREWS P/N 605911-0001 RESID. STEEL DOORS 046450-OD03 4• 5. 00—1 PMT N.aeER rr P/ N 409331-0001 PLATE. FLOOR 407605-0002 .85 407605- 0003 ,. ,° SCAR BRAG7CET DETAILS DOOR - + 2.765m{ 156 CIA 407005-00°4 i.60 4. 56--v1 4076os- 000s ,.6o T— " SECTION_ ATTACH TO DOOR WITH 1.80 u kp( r` r -° 1 .EreF, (r.Tc,c I ® II I 4 SCREWS P/N 605911-0001 RAi,Ii`c+'E t:v 1.< c G L I e't'GJ' 1 ° POST 1+3.00-. .375 DIA -y .44 .44 , P/ N 404828-0003 ROLLER ASSY, TR-1 1 T_1. —GTRI IT PM 608069-0001 PIN TR-1 ROLLER LOAD: 50 LBS. MAX. if I I f 7' HIGH DOORr,'" 7 T;T.L4SY SHOWING FLOOR PLATE PM 409326-X)000 POST ASSY, VERTICAL HEAD 4- 1794-0001 CAP 2. 3 TER STILE D ON 180 SERIES PM 408680-0004,5.E 6.25 _._ -- 25 T.. REO' D O4-280 SER1 ES-.. 251871. 25 F 2.50-1 0 cl O4. 00EW - ;,•` Cyr `.+' ``'<,. ''`- 1. 375DIAPM805911-0001 OR - r - 4 HOLES P/N 605879-000I(SELF-CRILLING;! .= / %•Is _ P/ N 468879-0001 LINK P/N 408876-0001 StPPORT SECTION ' G-G' - - LATE STEEL STR375 TO- WIDE DOOR$) ro. w„a ..ter,, • o4m M. YOLNIS Ol/13/ 8 TI. 180 jSi. . L. RESI sTL OR to -q• MAX: srw .. r.a, r wwm wr. wwy, — WIDTH,WIrDLOAD wr•, 'amm°r'•Wr°r'nsou WA DAVID FM 02//9/9e w,w ,®.aew m wRc, vwar rwsra. s awn• aew rwprriw ,..o, rwr :.t " warm ru.s r v raRrweo w. "'• mw, w • ar u v. r,,. NOrE EACH DAVID FµV 02/19/9E1 1. 3/ :1 •* t. or 2 v 1/ 111 { 1 all ais 1 1:J ! 61tiJ+1:..v y •- - _ i! r MANUFACTURER NAME T7") THERMA o TRU As= c:RAFT" IA swm &O s/imi: AND DOUBLE w1a WA7UT sweir . WSU.AT al Fou Ass DOOR WITH WOOD FRAME& 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MWMI-DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3, PRODUCE ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MIAMI-DARE COUNTY. 6. k4WII-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDEIITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESCCommonOENITAL INSULATE FT, to all trome Panel Fiberglass skin 0.127' minimum thickness, MCSF min. =6,000 psi Face sheets Sidelite: Fiberglass skin 0.070' minimum thickness, SMC) with yield strength Fy(min.)-6,000 psi goredes;an: Polyurethane foam core, withl.9 Otis- density by BASF. 1 n: The ppaonel skin is costructed tram a 0.727' thk, sheet mo ng eompoun SMC). Tte ;nln enor wary is filled with 1.9 Ins. density 845E ooAtxetlnone loam. the Gland face sheet, at gkxd to the wood stiles and rats. 7T7h eelatchoralhingestiesoreLAorLSLTheEtchstikwhicha1.426' x 4.09 sthelatchremforcmenl. The hp and bottom roil are of a wood ctrrhoaaite material. In thedoubledoorappitcatt" the {native door ;s filled with an eaxt(ended o"num astragal of 6060-T6 allay. Fmme Consfrucf n: The frame is constructed from Finger jointed. pwx rrheosluh. 565" wide x 125 thicL The header is joined to the side jambs w01n ( 3 /(8$2/xzj5 PFH Screws of each side. The thresholds joined to the aide ppInssideGt /8 x 25 FK11 Screws of each side. The morass ore secured logetlm Inaeop6 : 2' bra PFH Wow Screws (6) screws per each mullion. The units use an Ind meal 5.75' x 1.548'. SK tip Lite - N1 sizes 21.656' wide x 58.093 severed w 1.5LongTekScrews. The frames am staled with srFcone caulking (Dow 795) to 3ide6k panel and to the glass Sidelite Glezina: SMC Lip file with yield drenyB+ Fy(m;n.)=6200 psi & P%C tip Lite with yield strength Fv(min.)=2,145 psi - CA size is 9.55 wide x 65.w high secured wl(16) /8x1.75' Phillips Pon Head Screws The frames are sealed with silicone caulking (Dow 795) to sWdte pone) and to the glass. Integral Fksh Glazed - The aide6te sash I- pornelore molded to receive the insdated Glass. The gloss is attached to the s;de6les rote sleets wkh sI.M glazing wmpaxd (Dow 795). TABLE OF CONTENTS SHEET / DESCRIPTION 1 TESTED ELEVATION INSWING UNIT 2 VERTICAL CROSS SECTION 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS & NOTES 5 ANCHORING LOCATION & DETAILS 6 ANCHORING LOCATION 7 UNIT COMPONENTS 6 BILL OF MATERIALS & GLAZED DETAIL 35.75' MAX. PANEL WIDTH u 14. 669 Lu MAX. D-LO. Z WIDTH a O e 0 o O X X Q g in NSINCI F INSWINGUNIT t--- 74.5" x ED x O 6 3m OVERALL FRAME WIDTH 11 F- Gil x U Li x 7 14. 869' O 1869" o 4. J w aMAX, D. L. O. MAX. D.L.O. WIDTH WIDTH J J o x INA ACTNE Fin SEE DETAIL :4" SHEET 3 105.5" MAX. OVERALL FRAME WIDTH 36-625" MAX. 15. 5' MAX - rPANEL WIDTH FRAME WIDTH WIASTRAGAL x x 1 869' 1 L69, p MAX. MAX. D.L. O. D. L.O. WIDTH W70TH ui h AC on® 1NACTNE SI SHEET 3 13. 9375 MAX. SIDELITE WIDTH' 7.125" MAX. D. L.O. WIDTH LIP CITE 7. 0 MAX. D. L.O. WIDTH INTEGRAL LIT DOUBLE W/SIDELITES INSWING Ll ALL ELEVATIONS f -68. 5' MAX. OVERALL FRAME WIDTH 15.5" MAX. VIEWED FROM FRAME WIDTH THE INTERIOR k' J J U ZJDESIGN PRESSURE RATING ( WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE WITH OUT SURFACE BOLTS WINDJAMBER 11 ASTRAGAL WITH SURFACE BOLTS WINDJAMBER a ASTRAGAL SINGLE 67.0 PSF - 67.0 PSF DOUBLE 47.0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF SINGLE & DOUBLE WITH SIDELITES 47.0 PSF - 47.0 PSF 65.0 PSF - 65.0 PSF O x o If& 69" o MAX. D.L.O. x WIDTH o O 13.938" MAX. SIDELITE WIDTH 7.125' MAX. D. L.O. WIDTH LIP UTE 7. 0" MAX D. L.O. WIDTH INTERGRAL Lfl O> t\ W 0 O 0 U-) j o LJ OW O O: O Q3Q ui 0- 3 z "' Q Z Z o r= Qw z wU813.684.3831 NTS er: WLN By: RW 5-2164 1 of Z m in w x wx a X pa - INT RIOR ro u> o Z a in m n 25 i4 Vl ZJMTHK. 0 o i0°00 i 00 0 00 O000 0-0 2.141. 1 n a INSWING SIDELRE 31 BOTTOM 800T 0.09' EXTRUDED VINYL WALL 813.684.3831 t: 11/8/01 vF NTS WLN C sr: RW W rm.: 5-2164 Fr 2 OF 4 EXTERIOR 13 a v" INTERIOR J 'v O INACTIVE ZY 3 ez 1a ASTRAGAL RETAINER BOLT 8.0" LG. TOP BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM FXTFRIQ INTERIO 1 I NTA SS SECTION 3 ® ASTRAGAL 1.15" MIN. EMS. MAX. SHIMr25" 15" MIN. C-SINK Y x EXTERIOR z 12 wtoZ a 1 49 cn EXTERIOR X7 RI R C) 0 ou 0,0.. o o d O c0I p OZO n Z INTERIQR OWOfOO 53 `w0 z 45 SEE NOTE 3 _ a Q 00 _ LuY z_ THIS SHEETSEENOTE 48 1 & 2 THIS SHEET DETAIL "A JZOPTIONALADDITIONOFSURFACEBOLT 3 Zr- JQ m } ZV O H 6:Ln 2 UO QS x o 1Ix5" MIN. 3 oiw_ o C-SINK g'v) m 1 8 z w 12 a Lu 11 wV J 0$ 0 0OO p Z00 pO % Li Ili 0%0 °O p c4 ;s "poO: o N 00 0 o e.'6 ui 0 a opp00IN7RIR z 4 36 12 6 N J D 48 28 F 10 3 SEE NOTE Z 35 0 Lu 6 w 9 eZ 9 SHT.4 34 gyy e0a0o+c3SEENOTEQNaca+su r r+rs. u+c9SHT.4 16 17 34 INTERIOR Bt3.684.383t 2 I T10N 3 ® MULLION wie 1/8/O1 3 ROCS SECTION 1. NOTESTHESURFACE BOLTS ARE AN OPTION ON THE ACTIVE DOOR TO ACHIEVE A i n 11 J1 Ji J/o NTS By: WLN H RI NT 3 ® SIDELITE TO BUCK 2. HIGH PRESSURE RATING. e. THE SURFACE BOL7 STRIKE ARE LOCATED AT THE TOP AND BOTTOM ` i - r ' cek BY: RW THE SIDELITE CROSS SECTION OF THE ACTNE PANEL AT 2.5" CENTERLINE FROM THE LATCH STILE EDGE: EACH BOLT WERE ATTACHED TO THE JAMB AND THRESHOLD T'Y 1 .1.0 5_2164THESTRIKESFOR WITH (2) %8 x 2.5" PFH WS.-- THE SUURRFACE BOLTS WERE ATTACHED TO THE ACTIVE PANEL3. WITH (4) 10-24 SEX BOLTS. 1. 15" MIN. a EMBED. 15" MIN. C-SINK 17 XT RIOR 8 0 7 16 ` 13 3 38 25" MAX. SHIM SPACE INTERI R NOTES: 1. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR 18 x 1" PANHEAO SCREWATTACHINGTHEASTRAGALTOTHEINACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1-, 3". 57, 18.25", 54.0, 77.0' 90.25", 92.25", & 94.25'. 43 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 18 x 2.5' PFH WOOD SCREWS AT BOTH SIDE. <43(64. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) #8 x 2.5 PFH WOOD SCREWS AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO 714E JAMB WITH (12) IS 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" & 90.5" .THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR 8 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED A7 17" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A 110 x 1 314" SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELFrE AT THE MULLION USE #10 x 1 314" SCREW. 8. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8" QUARTERROUNDMOLDINGAROUNDPERIMETER. THE COVE MOLDING WAS SECURED USING I" x 0.04" DIA. WIRE BRADS AT 2" mnu rArii FNI) A MAX OF 12 O.C. _ Y y Z ~ 48 1 28 w ^ cga aa 1 H RI R .SIN 18 4 LATCH JAMB TO BUCK, SEE NOTE 5 SHT. 4 t-2 SEE NOTE 1 SHT c New Y 3 vaw 34 W e0 W 34 a SHi. 5 SEE NOTE 1 HORIZONTAL CROSS SECTION J HINGE JAMB 70 BUCK, SH7. 4 SEE NOTE 6 43 EXTERIOR N7 RI R 3 H RI ON7AL CROSS SECTION 4 ® STRIKE JAMB TO SIDE EL 10 25" MAX. SHIM SPACE co 16 1 HORIZONTAL CROSS SECTION J HINGE JAMB 70 BUCK, SH7. 4 SEE NOTE 6 43 EXTERIOR N7 RI R 3 H RI ON7AL CROSS SECTION 4 ® STRIKE JAMB TO SIDE EL 10 25" MAX. SHIM SPACE co 16 r? o0UZ 37 m 7 SH7. 4 ao vc, 6 Z,npZ SEE NOTE p +1 a N o: aIN , 21n I aUv) 813.684.3831 1o yp scvr NTS 1 7$1 LyyLJ o a L g a c er: RW v— DMwING NO.: 5-2164 jTVR G i8377J. 6 y err 4 or 8 v _ SEE NOTE 3 SHT. 5 CENTRAL F"ONMA SEE DETAIL "F- 0 j nF N x6_ 0 00W 6" 6- a Z O r^j3_ 3• N 3• 6" 6' 6" 6 io 6' 6' r o e $ S L",j 3" 3- 3" 3- —3- 1 11 I I I I I 13 1-I I I _i T7 13 TYP. 13 I TYP. TYP. 00 TIP. SEE DETAIL ll! dSEEDETAIL N ... F- — E- TYP a — y V - U EL EL 'a ca N - 13 N ? G TYP. _ SEE DETAIL y Cl TYP. o w Zo TYP. SEE DETAIL TYP. _ — N En Z A. A" B" 'B- a vv> aSEE q• . . B _ 51 A' DETAIL B. I I TYP. I I TYR I t I I 1 T i'- 6- 6" --4 3- 3' 3' 3" i---i ice- 3- 6- n 6' 6" 6"-i-- 3' 3" 3- 6- 6- 6- u a DRILL THROUGH FOR SEE DETAIL "H" A 0.357' BOLT DEEP ENOUGH FOR A Z" l SINGLE DOOR IDnuRIFDOORW/SIDELM BOLT THROW 1 NOTE: USE ITEM 113 A 18 x 2 1/2" PFH WOOD SCREW TO ATTACH THE STRIKE AND DEADBOLT PLATES TO THE 1 ) to JAMB OR ASTRAGAL EXCEPT IN THE MULLEDAPPLICATIONWITHTHESIDELITEUSEITEM143A18x37711302" PFH WOOD SCREW. O SURFACE BOLT ATTACH THE STRIKE aml 17/8/01 10 13 STRIKE PLATE PLATE W12Tl110THR2S 112 may. BY: N.T.S. WLN D TFAILF PFH WOOD SCREWS arc BY, RW ASTRAGAL STRIKE PLATE DETAIL "H" orsNvec w 10 & OPTIONAL SURFACE S-2164 BOLT STRIKE PLATE ASTRAGAL THROW BOLTS DETAIL "E" DETAIL "G" AT THE THRESHOLD v 5 w 8 so Sri SEE JDETAIL D" SEE NOTE 3 SHT. 5 J n SEE DETAIL "J' 6- 6 3" 3" 3' 3" 63" 3- 3" --{ 1 I I I I I I I I I TYP. 13 TYP. TYP 13 13 13 TYP. TYP. TIP. M^J I I I I t TYP. I I I I 3" -i - 3- 3" i'- 3" 6. 6" SEE DETAIL "K" SINGLE DOOR W/SIDELITE5 UJau1 N SEE DETAIL N C" TYP. N M = SEE DETAIL "F" 6" 6" 6" 3" 3 3" 6 3" TYP. SEE DETAIL E" TYP. q" 51 51 A" I I TYP. 11 I TYP. I I 3" 3" 6" 3" 3" 6. 6^ 6 SEE DETAIL 'H" DOUBLE DOOR O> 00 0000V) N CcZO t\ t6 Cc) 15W 0O W ^ OA0 3 3rl n N = W (ON 3 UJz N N jin z pZ UGQQ W UJu4p4aowNUWzo m U Ad !2 o -dui N U UW O U 1 o yU- a Za oz 3 BUIIDINC CONSULTANTS. INC O 813.684.3831 0 DATE' 11 8/O7 O SURFACE BOLT ATTACH THE STRIKE sme N.T.S. STRIKE PLATE PLATE TO THE THRESHOLD W/2 10' 2 1/2" vwc. eT: WLN ul u ,La`,"ll1 D 1 'PF-Ii WAO SCREWS CNK. ar: RW DETAIL J prATnNc No: OPTIONAL SURFACE DETAIL "K" S-2164 BOLT STRIKE PLATE IVtl1111 V UJ /, CT RXE ' NAYEE, POL0STRIKEPLATEjjj- 1LJ111U1:d1111 V 'g sNecr 5 or 8 py 39- AK CAP 1.50" R. e N O W0CC BOTTOM RAIL 00 COMPOSDE 4-- 7.46 CC HIN ap rn F .- q CORE MATERLAL LVL OR LSLALTERNATECOREMATERIAL: PONDEROSk RAD/ATA. PULAI, ELLIOTT11. TAEDA OR SUGAR PINE. DOUGLAS OR WHRE FIR, CEDAR. 04CENSE CELLAR OR REDWOOD. O ill URI it O CC IATCH SIDEcTn c CORE MATERAL LVL OR LSL 8" DRILL THROUGH FUR DRILL THROUGH FOR .357' DM. ASTRAGAL A /8 PFH WOOD RETAINER BOLTS SCREW 2 PLCS WIND.S_MBER II WR68T STRIA OCC TOP RAIL WOOD COMPOSITE Y f---1.077' ---{ gnct AuK SIDE STl F 36 FINGER JOINTETI PONDEROSA PINE N 1.531 • --i 42 nGTkTTpMRALRIJL FINGER JOINTED PONDEROSA PINE O ICUREACE BOLT (N'ES -75- STEEL1 11I ATTACH TO DOOR USING /10 1 1/4" F.H. SHEET META. SCREWS PROVIDED W u Rnr T RETAINER 24 WINDIAMBER 11 WR68T ASTRAGAL (ALUMINUM .052' WALL TYP-) 2.116 I--1.202•--1 n 28 MOWED OPEN LITE MCFRAME EXTRUDED SMC 4.565' TLZ 0 2QR WOOD FRAME VINYL THRESHOLD EXTENDER r 5.75' SE1 F AOIUST1NG IN G S4,7DL THRESHQL SUBSTRATE A!IMINUM/WOODMMI THRESHOLD QEXTENDER: 6063-T5 ALUM. .045" MIN. WALLSUBSTRATE: KILN DRIED SPRUCE PINE CEDAR OR POPLAR VINYL THRESHOLD: .080' MIN. WALL L920" e0aR± 14 IUSW'NG DOOR BOTTOM SWFFP VINYL .060• MAX- WALL, 035" MIN. WALL in 8.0' N BO IONG RFerEI O COMPRFSSKIN WEATHERSTRIP CDMPRFSION WEATHERSTRIP BY THERMA-TRU FMM CELL CORE FOAM CELL CORE W/VINYL JACKET W/VINYL JACKET 2.e7s- --I I O O 1RFACE BOLT STRIKE (125" STEEL) ATTACH TO SILL USING /10 x 1 1/4" E.H. SHEET METAL SCREWS PROVIDED lI )) WITH BOLT. LLJ N O DO O 00 tozO QQ O : O DD Lu 00 F ASTRAGAL RETAAN _ R BOLT MATERIAL C/R ROD ZINC do YELLOW CHROMATE El- SCM.E-' NTS AL FLOP gOMa BY: WLN vxcralQQJ8B. ACT yT,7I Q Y 51 N 21!6 7 OY ; RMA TR wi h1 r h F ml = 6 sl TCH TILE LOCK OCK TH RMA-TR OR _ k OAK 1.50. STILE RMA-TR 1.50 x 1.4 7 57EEL 1PHILIPSPANHEADSCREWMRETHANEFOAMBASF, 1.9lbs. DENSITY r4xTREACHCOMPRESSIONWEATHERSTRIPTHERMA-TRUFOAM FOAMREACH COMPRESSION WEATHERSTRIP THERMA-TRU 4" HINGE .097 THK. THERMA-TRU STEEL STEEL x341 . PFH W0O0 SCREW H" toFrame 57EEL x1LG. PFH WOOD SCREW$TEFL x2" LG. PFH WOOD SCREW TEEL x2i2" L.G. PFH WOOD SCREW 14 NOT USED WOOD 15NOTUSEDWOOD162xINNERWOODTESTBUCKWOOD17MAX. 1 4" SHIM MATERIAL 18 KWIKSET TITAN 700 SERIES PASSAGE LOCK ALUM WOOD 19ONEPIECEBUMPFACETHRESHOLDTHERMA-TRU WOOD 20HEADER4.656 x 1.211 ERMA-TRU PONDEROSA PINE 21 22 NOT USED HINGE JAMB 4.656" x 1211" ERUA-TRU PONDEROSA PINE WOOD 23 KWIKSET TIN 700 SERIES OEADBOLT 24 ASTRAGAL WINDJAMBER II WR68T .052 WALL GLASS 25GLAZING, 1 2 INSULATED TEMPERED GLASS 26 NOT USED STEEL 27 28 8 x 1 LG. PANHEAD SHEET METAL SCREW MOLDED OPEN L TE FRAME EXTRUDED SUC with the strength F in =6,200 ps, Smc 2g740x1.50 PT THREAD SCREW, MAJOR OGL 4.UMM LFVK ITEM 28 TEEL 30 NOT USED VINYL 31 INSWINGSIDELTTEBOTTOMBOOT321 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE STEEL 33 1X .04 OIA WIRE BRADS WOOD 34 35 3 8 QUARTER ROUND MOLDING BLANK JAMB 4.656 x 1.211 THERMA-TRU, PONDEROSA PINE 0 D 36 SIDELITE SIDE STILE 7HERMA-TRU 1.531 x .656 PONDEROSA PINE WOOD 37 10 x 1 3 4" LG. PFH WOOD SCREW 57EEL 38 NOT USED ALUM. 39 NOT USED SILICONE 40 SILICONE CAULK 41 42 INOT USED SMON TOP d BOTTOM RAIL ERWI-TRU 1.531 x .656 PONDEROSA PINE WOOD 43 18 x 2" LG, PFH W0OD SCREW STEEL STEEL 44 316" SEX BOLT STEEL 45 IVES454B" SURFACE BOLT TCM 46 NorUSEDSTEEL4748 NOT USED GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS THERMA-TRUWOODCOMPOSITE GLASS WOOD COMPOSITE 50 CCBOTTOMRAIL1.50 x .94 STEEL 51 316TAPCONANCHORINGELCO, 1.75 MIN. LG. STEEL 52 316TAPCONANCHORINGELCO, 2.5 MIN. LG. STEEL 53 54 10- 24 SEX BOLT PLASTIC LIP LITE FRAME PVC with a Yield stre th F min =2 145 2sl PVC 453- GLASS Z Z l.1 BITE 1/ 8" TEMPERED O > r` X7 RI R 48 ^ g GLASS oo 1/4" AIR oo d V)_ I Q' .. °Q o SPACE a: z p o... o,- d o Qo Il) U QOQ _ _' 1/8" DECORATIVE o i i GLASS IX O o 0 1/4" AIR F- O :D 0 3/4" STEEL SPACE 6 INTERCEPT 1/8" TEMPERED cc 9 GLASS to coo a 1" INSULATED TEMPERED GLASS 1- aGLAZING DETAIL SHOWN W/ C ASSIC CRAFT" SMC LTTE FRAME REQUIRED FOR DOOR PANELS) 453" GLASS Y Ad BITE o? 2 v) Ln 0ww m m 1 340vo a z EXTERIOR 1/8" ANNEALED Q o. GLASS cl o " Q .. .p 25" AIR o z o..: o SPACE v 1/8" ANNEALED m 5 GLASS INTERIOR 3 . 25" STEEL INTERCEPT 6 9 SPACER SEE NOTE 1 SHT. 4 0 5" INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SIDELTTES ONLY) 0.5" GL*11ITE.0625" THICK DOW 795 F ao GLAZING COMPOUND1/8" TEMPERED O O GLASSDo 1/2" AIR SPACE 0 0 1/ 8" TEMPEREDGLASS STEEL INTERCEPT CQNr FLO FpcALLEJLX a ®e a 1/ 8/011/2" NTSMG. or. WLN 3 4"" INSULAT D TEMPERED GLASS v a a a"`• ar RW DWANG W.; GLAZING pAILSHOWNWDAILSHOWNW _ I RAFT" INT RA G CTURE j 4 S-2164 SIDELITES ONLY) I b i v7 f 8 MASTER FILE MANUF ACT 1"'TI ERMA oTRU® CLASSIC CRAFT" OUTSWWNG 6-8 SINGLE AND DOUBLE W4 W/OUT SIDELITES. INSULATED FIBERGLASS DOOR WITH WOOD FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M64MI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED ASSHOWNONDETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS COUNTY WITH PRODUCT HEE OF THE HIGH G41/ BUMP THRESHOLD. ME THE WATER REQUIREMENTS FOR EI THE DESIGN PRESSURE CHART BELOW. 6. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIREI 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED FIBERGLASS QOOR Common to all frame conditions) ar id ar n: ce ee os oFibergl ass (SMC) skin 0.105" min. thk., Sidelite Sheet: 0. 07" min. thk. with yield strenggth fy(min.)-6,000 ps Core design: Polyurethane loam core, with 1.9 lbs. density by BASF. Panel Constry than: The panel skin is constructed from o 0.095" thk. sheet mo mg co ng. SMC). The interior cavity is filled with 1.9 lbs. density BASF pclyurethone foam Thepanelfacesheetsaregluedtothe. wood stile and rgits. The latch andhingeslilesareLYLorLSLThelatchstilewhichis4.03 X 1.47 is the latchreinforcement. The top and bottom ral are of a wood composite material. in the doubledooroppfhcationtheinactivedoorafilledwithonextrudedaluminumastragalof6060- T6 alloy. Frame Construction: Theframeisconstructed from Finger jointed me measuring 555 wide x 1.17" thick The header is joined to the side jambs with (31 18, x 2.5" Philips Flt Head. W Screws. T12e threshold r; 1a" to t e side jambs with (2 t6go. 1%aam x 2 larg.stapies at each side. Themullionsaresecurestogetherinasidefiteowlicobonusing /8 2' la.g PFH Wood Screws (6) screws ppeer each nyrl6on. The units uses an 0utswing Bump thresholdmeasuring4.615 x .837 em L. SMC Lip Lite - 04 size is 27.5' wide x 50.19" high secured aggs 1.75' Phillips Pon Head Screws. The frame ore sealed with silicone caulking (Dow 795) to siddrle panel and to the glass. Sidefite Glazing: SMC Lip Lite with the yield strength Fy(min.)= 6.200 psi W TMC Up Lire with the yell st gth Fy(min.)= 4,674 psi - G4 size is 9.85' wide x 65.85' wide secured w 16 8 x 1.75" Phillips Pon Head Screws. The frame are seated with silicone caulking ( Dow 795)to sidelite pond and to the glass. Integral Flush gazed - The sidelrle sash face panels ore molded to receive the insulated Gloss. The glens is attachedtothesidefitefacesheetswiths+Ticone glazing compound (Dow 795) TABLE OF CONTENTS SHEET IY DESCRIPTION ERALL WIDTH 36" MAX. { PANEL WIDTH n J J 1 24. 5" MAX. p= Za J Li D.L. O. TYP.) Li a W A rn o oil W O X J o 0 XX ZE f Z N n o o CDh CO 106. 6 MAX. OVERALL FRAME WIDTH 36.625" MAX. PANEL WIDTH -'{ 15. 5" MAX. I W/ASTRAGAL I r D FRAME WIDTH MAI U W I S T WIN f SINGIF OUTSWING UNf @ OPTION It W/ SURFACE BOLTS 74.5" MAX. OVERALL FRAME WIDTH SEE DETAIL A" SHT.3 Al 1 MODES 68.5 MAX. OVERALL WIDTH - 36.625" MAX. ARE VI D 24.5" W AE57RWA1GAL . FROM INTERIOR AX. D.L.O. r- J FW- ti ¢ O } O J ca a o4U 24.5" o z 2 MAX. X = a w D.L. O. < x U a (TYP.) J d oo O / X O X ¢ U. X 00 1 o 4 cc INACTIVE AC1- 0 SING W SI S WING NIT DOUBLE OL/TSWING UNIT LOPTION It W/ SURFACE BOLTS SEE DETAIL "A" SHT.3 DESIGN PRESSURE RATING OPTION i W/ OUT SURFACE BOLTS +47.0 PSF -47.0 PSF WITH SURACE BOLTS 61 +70.0 PSF -70.0 PSF OPTION 11 WINDJAMBER11ASTRAGAL13.9375" MAX. WIDTH 7.125" MAX. D.L.O. WIDTH LIP LITE 7.0" MAX. D.L.O. WIDTH INTEGRAL LITE TYP. FOR BOTH SIDELfTES) On Ff 5" MAX. ME WIDTH 1375' MAX. 125" MAX. D. L.O. WIDTH LIP LITE 0' MAX. D. L.O. TH INTEGRAL LITE TYP. FOR IOTH SIDELITES) O> co d O = t\ Z O OULr.i O L.J O F-OCr O LU 0- iE 813,684.3531 CAL N.T. S. DWG. hn: WLN CHK. Br: RW Dmf NG Ha.: 5-2161 sHEEi 1 or 9_ IN 6 n U a N hi ZY 8 I 1.68" MIN. p PANEL THK. 29 Ci SEE GLAZING a:w SEE GLAZING 1 i w DETAILS 28 w W OETAILs EXTLRIQR z IN R iYF 10 IC 6IOB a 48 a rc 46 x 6 O 1 °' o N o O ° rn ° O O mto6 .-o 0.., 0 n m SEE NOTE o. . . 8 SHT. 4 50 Q.. 19 76 ..O 1 39 7 50 i NN 51 51 1 1 V R7 GROSS s TION 2 OUTSWI L ODOR PANEL QSS SECTION2 011 rsWING DOOR PANEL W/ HIGH DAM W/LOW PROFlLE THRESHOLD SEE DESIGN PRESSURE TABLE) CEP grin u _ 13 LJ 633 ° 4. nC-4 16 0 000 ao= 17 QZC)nUO20 3 SEE NOTE (L O 00SF1T.4 e— v= 00 34 < O°° WODZyi1.68' MIN. 0 og a ry 0 PANEL THK. iE000 ° 42U0 u O O i = SEE GLAZING W DETAILS = J w J Qa p EXTERIOINTERIOR M O 0 O o wy000ZZ ° 0 0 1 0 ° 42 N200O0z O 0 34 of ° 33 SEE N( nw9SHT. N 52 43 SEE NOTE 5SHT. 4 v v Ri1CA CROSS SECTION 2 OUTSWING SIDELITE PANEL THE CROSS SECTION IS SHOWN W/THE -CLASSIC CRAF' fi RJJSH GLAZED'& 3/4' GLASS 813. 684.3831 e 11/5/01 uE NTS G. UY: WLN K. Err: RW kW NO.: S- 2161 2 or 9 ASTRAGAL RETAINER BOLT 6.0- LG. TOP BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM Q. INACTIVE SEE NOTE 2 SHT.4 1 3 0 ASTRAGAL OPTION 1) 2 1 RI ONTAL RO qFrTION 3 0 MULLION 1 15" MIN- EMB. 25- MAX. SHIM 15- MIN. C-SINK EXTERIOR j@3 49 0 0 o 36 gad 3 SEE N 34 9 SHT.4 1617 35 INTERIO HQ3JMN-TA-005-W-00 Qj* SIDELITE TO SUCK DETAIL'A OPTION 11 SURFACE BOLTS) 5 CEIN- E NOTE SHT.4 TT101, c12 J/j/ BUILDINGDNSULTAmm . INC 813.684.3831 11/5/01 LE NTS WLN RW AW G No S-2161 3 OF 9 XEXTERIOR 25" MAX. SHIM SPACE 38 13 3 16 z Oo wc!z UZ IV N U w Ld N RI 17 15 MIN. 1 HORI ONTAL CROSS SECTIONr C—SINK 4 LATCH JAMB TO BUCK, a.. 1. 7 5' MIN_ NOTES: EMBED_ 1. THE SIDEUTE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. THE GLASS IS ATTACHED TO THE SIDELITE FACE SHEETS WITH SILICONE GLAZING COMPOUND DOW 795). 2. SPACING FOR #8 x 1" PANHEAD SCREW ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3", 5 18.25 40.5'. 59.25, 74.25 76.25' do 78.25". 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) #8 x 2.5' P.P.H. WOOD SCREWS. AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 18 x 2.5" P.P.H. WOOD SCREWS AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) 18 x 2" PFH. WOOD SCREW. THERE ARE (6) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 6.0", 19.75', 33.5", 47.25, 61.0 & 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" IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR A jf8 x 2" SCREW SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE A A x 2" SCREW. WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITE AT THE MULLION USE A 110 x 1 3/4 SCREW. B. THE HIGH DAM THRESHOLD IS ONLY USED IN AN APPLICATION WHERE A HIGHER WATER PRESSURE MUST BE ACHIEVED. SEE DESIGN PRESSURE CHART. 9. THE SASH WAS STOPPED IN WITH A NOMINAL 3/8' COVE MOLDING AROUND PERIMETER. THE COVE MOLDING WAS SECURED USING 1 " x 0.04" DIA. WIRE BRADS AT 2" FROM EACH END A MAX. OF 12" O.C. SEE NOTE 1 SHT.4 2 HORIZONTAL CR N -15' MIN. 4 HINGE JAMB TO BUCK, C—SINK 1.15" MIN. EMBED. Z = 36 34cow 33 2 SEE NOTE 9 THIS SHT 25" MAX. SHIM SPACE SEE NOTE A 101 i---i 7 SHT- 4 3 HORIZONTAL CROSS SECTION 4 ® STRIKE JAMB TO SIDELTTE MANACpo. NAM v c fu rc"l Ir N 00 OODo O Z O n U SwOLU03O o co T, Vi BUILDING NSULTANTS. INC813.684. 3831 e 11/ 5/01 uE NTS G. sr: WLN K By, RW WNG NO.: 5-2161 t 4 OF _ 9 SEE NOTE 3 SHT. 4 SEE DETAIL "F' SHEET 5 6" 6" 6" 3' 3" 3" SEE NO 6 SH7. 4 SEE DETAIL 13 G" SHT. 5, TYP. SEE DETAIL_ H" SHT. 5 D" B" 51 t t TYP. 3" i 17j, a 3" 3" II 6" 6"- 3. 6" SEE DETAIL E", SHT. 5 SEE NOTE - TYP. 6 SHT. 4 13 LY I SEE NOTE TYP 4 SHT. 4 51 52 TYP. t t 3" -- 3" 6" I-_- 3" 3_ 6 6 Lu ct N O OJ a V) 10'1 NOTE6" 6 1 3ESHT. 4 1 a: c) 0 o w - O , O r\ w cc anh2F= n 13 ^ Inr TYP. z 0n- In O SEE DETAIL N D" L Q nw o ' E" SHT. 5 0; tm 'Q 13 TYP.N O Upitin 2p SEE DETAIL C" C. TYP, `D" 1 o v y x G" SHT. 5 u N W o Q05v' 1 51 TYP. a UZ 4a T-1 t i-- 6" SEE NOTE rm to D - 4 SHT. 4T SEE DETAIL ` v SHT. 5 G SINGLE DOOR w DO 1B DOOR W/SIDELITES 1tiDRILLTHRUFOR 1 A 0.357" BOLT DEEP ENOUGH FOR A 2" o NOTE: BOLT THROW USE ITEM If13 A 18 x 2 1/2" PFH WOOD SCREW 7 Z SEE NOTE ATTACH THE STRIKE AND DEAD13OLT PLATES TO THE SEE NOTE 1 THIS SHT. JAMB OR ASTRAGAL EXCEPT IN THE MULLED 7 SHT. 4 SURFACE BOLT BURDINC 0 13 43 STRIKE PLATE APPLICATION WITH THE SIDELITE USE ITEM P3 A J8 CONSULTANTS. INC 43 37 2" PFH WOOD SCREW. 513.654.3831 11 o O DETAIL "H" wTE 11/5/01 p RETAINER BOLT HOLES svaE N.T.S. 10 & OPTIONAL SURFACE SURFACE BOLT BOLT STRIKE PLATE DWG. By, WLN STRIKE PLATE ® A e oA.Fe CHK. BY: RW OFTAII -F 13 43ASTRAGALSTRIKEPLATE SH.EV 10 & OPTIONAL SURFACE SEE NOTE A Ara • 7o T fy, 5-2161 DETAIL BOLT STRIKE PLATE THIS SHT. DETAIL "G" 1' i ER NAMEM ` 5 or 9 SEE DETAIL "I" SHEET 5 6" 3" 6" 63. 6" 3" 1 f 33 I TYP - SEE NOTE 3 SHT. 4 SEE NOTETYRSEEDETAILram. 3 SHT. 4" F" SHT. 5` rnw In TYRa SEE DETAIL G" SHT. 5 13 N SEE DETAIL E" SHT. 5 SEE DETAIL J' SEE DETAILSEE E" SHT. 5 N TYR H" SHT. 5 j. - 13 TYR mi InnJha In SEE DETAIL - J "K" " M^ ^K^ TYP. "M" co SEE NOTE "G" SHT. 5 51 51 _ 4 SHT. 4 1 1 51 TYR 1 I ^M• TYP. 1 TYP. 1 52ItI I _ TYP 3" —i t- 3" 3 I 3" SEE NOTE61F- 6 3-1 ;. i t ' 6" 6" 66- 4 SHT. 4 SEE DETAIL H- SHT. 5 DOUBLE DOOR SINGLE DOOR W/SIDELITES CENTRAL FILG` A BoCoA.Fo AV,FACT R,,IER NA LJ N coO O co 0- Cc O Lj O O : 3 O ODn c Z12 o 0 nw o ock U zU O < tY U O In W O U 4Z zz BUILDING DNSVLTPNTS. ING 513. 684.3831 1: 11/6/01 N. T.S. G. BY: WLN K. BY: RW WING NO.: S- 2161 FF 6 OF 9 o o 00 E 0625" THICK DOW 795 O 0.5" GLASS GLAZING COMPOUND O zBITESEE SEE NOTE 1 TH U u1 THIS SHT. N i/8' TEMPEREDGLASS1 8' TEMPERED Li W GLASS 1— O O O O 3Q p o ° 1/4AIR SPACE NOTE 003/ 4" AIR SPACE Do°o 1/8" TEMPERED 1/8' Y# 8 TEMPERED GLASS GLASS x 1 3/4" PPH 8 x 1 32 z tn 1/ 4' STEEL INTERCEPT SPACER 3/4STEEL INTERR Q 1" INSULATED TEMPERED GIAS 0625" THICK DOW 795 - g GLAZING DETAIL SHOWN W/ 1 / "INSULATED TEMPERED GLASS GLAZING COMPOUND CLASSIC CRAFT" SMC LITE FRAMERk REQUIRED FOR DOOR PANEL) a n eZINGDETAILSHOWNWwneZSICCRAFT' TCM LITE FRAME m m o SIDELITES ONLY) 0625' THICK DOW 795 N N F N 0.5" GIASS BITE GLAZING COMPOUND o gU r U 0.5" GLASS z F 1/8" TEMPERED a N a SEE NOTE 18RE M n 1/8' TEMPERED GLASS m THIS SHT. GLASS O O 0: co4 O Q % O OO 1/2" AIR SPACE p 0 ° 3/4" AIR SPACE D O O O 1/8" TEMPERED z = GLASS 1/8" TEMPERED SEE NOTE 3 THIS SHT. 8 x 1 3/4' PPH GLASS g no INSULATEDTEMPERED GLJSS 3/4' STEEL INTERCEPT SPACER4"' 1/2" STEEL INTERCEPT SPACER n A71NC nFTAIL SHOWN W CLASSIC CRAFT" INTEGRAL GLAZING w o 0625" THICKDOW795SIDELITESONLY) GLAZING COMPOUND1" INSULATED TEMPERED GLASS GLAZING DETAIL SHOWN W 1 RAFT" T M FRAM SI LONLY) 1, THE 27.5" x 50.19" DOOR LITE IS SECURED WITH (16) jB X" 1.75" PHILLIPS PAN HEAD SCREWS SPACED ASFOLLOWS. TOP AND BOTTOM RAIL AT 3.0', 13.75 AND 24.5" FROM THE LEFT SIDE. THE SIDESTILEANCHORSWERELOCATEDAT3.0'. 13.25". 23.625" 33.875" AND 44.125' FROM THE BOTTOM OF THE LITE FRAME. 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x "1.75" PHILLIPS PAN HEAD SCREWS SPACED AS FOLLOWS, TOP AND BOTTOM RAIL AT 2.125 FROM EACH END, SIDE STILES FROM THETOPDOWNTOPDOWNAT5.5". 16.5'. 27.5' 38.375", 49.375" AND 60.375". 3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. Opel CENTRn tly M &NUF AC r ,-,A cl 813.664. 3831 e 11/ 5/01 uE NTS WLN K. er: RW rwm NO: S-2161 rr 7 of f 4.03" OCC LATCH SIDE STILE 3 RED CORE MATERIAL LVL OR LSL OAK CAP 1.077" --{ T SIOFI ITF TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1 47" n ca I I CC BOTTOM RAIL OWOODCOMPOSITE SII)FI RF BLANK SIDE- SIll FINGER JOINTED PONDEROSA PINE r-147"----1 CC TOP RAIL OWOODCOMPOSITE 39" RED TI_ OAK CAP I T 1.46" CC HINGE SIDE STILE 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. I f — DIM. VARIESUD W/GLASS THK. N N K40 x 1.79- PT THREAD SCREW. MAJOR DYl 4.0m SAC I rrE FRANC 28 1.375" -- I8-10 x 1 112' PPH PUSCREW 4.565" g Az - T it 1 WOOD FRAME F4. 615" 6 2.203" t ri rn0 legnUTSWING BUMP EACE n leg AlUMINUM/WOOD THRESHOLD 050" WALL TYP. HIGH DAM THRESHOLD 39 1 DIM. VARIES N W/GLASS THK. ^_ o O O ff o o T" 097" 7 R xNFANAO4x4STEELDODRHINGETGIF jL 1 ASTER - # N O Co Ocn = ao o 0Zo,; vowoL`'o O O Q3<Do n W 00 :I_- z_ v n ad ra v jly BUILDING DNSULTANTS. INC 813.684.3831 SCALE NTS DWG. Br: WLN cNK. BY: RW Dp WNG ND.: 5-2161 cNrrr 8 OF 9 1 RIPTI N Mat ri I 1 MAT I r n h F =6 si FIBERGLASS 2 3 CC WCH g"xg &ocK mw-m ig og & m mr x I.Q1 4 CC 1r a Slllf (mm-mv L1L O4 LA 3 OAK 1.46" x 1.4 5 NOT USED 6 POLYURETHANE FOAM BASF, 1.9115s. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP THERMA-TRU FOAM 9 10 4 x 4" HINGE .097 THK. ERMA-TRU 10 x 3 4" LG. PFH WOOD SCREW Ffin a to Frome STEEL STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 13 NOT USED 8 x 2 1 2" LG. PFH WOOD SCREW STEEL 14 NOT USED 15 NOT USED 16 2x INNER WOOD TEST BUCK WOOD 17 MAX. 1 4" SHIM MATERIAL WOOD 18 19 20 KWIKSET TITAN 700 SERIES PASSAGE LOCK ONE PIECE BUMP FACE THRESHOLD THERMA-TRU HEADER 4.565" x 1.17 ERMA-TRU PONDEROSA PINE ALUM. WOOD WOOD 21 NOT USED 22 HINGE JAMB 4.565' x 1.17' (THERLIA-TRU.PONDEROSA PINE WOOD 23 24 25 KWIKSET TITAN 700 SERIES DEADBOLT ASTRAGAL WINDJAMBER It WR68T .052 WALL GLAZING, 1,72 INSULATED TEMPERED GLASS ALUM. 6060-T6 GLASS 26 27 NOT USED f8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 26 PLASTIC UP UIL FRAM SMC, THERMA-TRU with yield strength F mm. = 6.200 psi SMC 29 K40 x 1. Pf MOM SCREW, M4XM 014 4.Omm IUR IfEll 28 STEEL 30 NOT USED 31 NOT USED 32 1 8ELK.TCELLULAR GLAZING TAPE STIK-II TAPE 33 34 35 1 x 0.04 DIA WIRE BRADS 3 8" COVE MOLDING um BUNKJAMB4.565 x 1.17 -TRU, PONDEROSA PINE STEEL WOOD WOOD 36 SIDELOE SIDE STILE -TRU, x .61 PONDEROSA PINE WOOD 37 10 x 1 3 4" LG. PFH WOOD SCREW STEEL 38 39 UTOI JA1B 4.565 x 1.1 - PONDEROSA HIGH WATER DAM THRESHOLD WOOD ALUM. 40 SILICONE CAULK SILICONE 41 NOT USED 42 1 S a fE10P k B0 = M RNMU-IRM4 151 x 5 pokes OSI WOOD 43 48 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 6" SURFACE BOLT STEEL 4b C LIP CM, - U with field siren th F min. = 4,674 si TCM 47 8 X 1-3 4 PPH SCREW FOR REM 28 & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING, 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOLI RAIL (1.50' x .883' THERWI-TRU WOOD COMWTE) WOOD COMPOSffE 51 J 16 iAPCON ANCHORNG ELCO, 1.75 Mgt. LG. STEEL 52 3 16 TAPCON A1fCf10RNG ELCO, 2.5 IaIL LG. STEEL O_ > E¢ LN 8. 0" ¢ o co Npap IL0592uoLLJ ASTRAGAL RETAINER BOLT NO:MATERIAL: C/R ROD ZINC "? 3 Q co YELLOW CHROMATE r` W 00 :3 179" LONG REACH COMPRESSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET co 3" _ 2 0 < w to 1.158 > xe oNm m a N Up NV 1pUinOF- DRILL TRU FOR < A # 8 PFH WOO U yw r. J? DRILL TRU FOR o ols_ SCREW 2PLC5 .357" DIA. ASTRAGAL m Z m RETAINER BOLTS a ^ a m WINDJAMBER If WR68T STRIKE PLATE O 35" F'- COMPRESSION WEATHERSTRIP BY THERMA-TRU T-;' RETAINER BOLT FOAM CELL CORE W/VINYL JACKET FL® A B-0-A-F- 1 -- — VaJl MA1\ J1' AC 1 VlaER NAMEe 0 v Z kBUI{ DIN MASTER FILE# .584.3831 24 wTc 11/6/01 WINDJAMBER It. WR66T suwc NTS ASTRAGAL ( ALUMINUM 052" WALL TYP.) wc. er: WLN ax er: RW MAW94 NO.: 5- 2161 c m 9 or 9 Lj N p co 0.5" GLASS BITE .0625" THICK DOW 795 Q cn O 1 OZ = COMPOUND SEE Q p SEE" TH TEMPERED 0TN1/8" TEMPERED1/8" GLASS GLASS pS0000cQco 1/4" AIR SPACE 7E TEZING 3/4" AIR SPACE mn1/8" TEMPERED 1/B" TEMPERED GLASS GLASS x 1 8 x 1 31/4" STEEL IER THICK DOW 795 3/4" STEEL IN1" g INSULATED TEMPERED_GLASS GLAZING DETAIL SHOWN W/ z 0625" 1/ "INTEMPERED GLASS GLAZING COMPOUND SULATEDCLASSIC CRAFT" SMC LITE FRAMEn REQUIRED FOR DOOR PANEL) n rl A7wr. DETAIL SHOWN W O 3 noCiASSICCRAFT" TCM LITE FRAME J amSIDELITESONLY) z U OO Z UN1J0625" THICK DOW 795 0. 5" GLASS 817E GLAZING COMPOUND Y 0. 5" GLASS Z 1 /8" TEMPERED O UZ a v^ m SEE NOTE 1BDE N 1/8" TEMPERED GLASS m mj THIS SHT. GLASS O OQ o O m O O 0 00 IR1/2 AIR SPACE o c " o a 3/ 4" AIR SPACE O OO1/8" TEMPERED Z = GLASS o TEMPERED SETH S NOTE SHT SS 8x13/4" PPH GLA3 g U INSULATED TEMPERED GLA55 3/ 4' STEEL INTERCEPT SPACER/4"" 1/ 2" STEEL INTERCEPT SPACER GLAZING DETAIL SHOWN W7 CLASSIC CRAFT" INTEGRAL GLAZING w o 0625" THICK -DOW 795 GLAZING COMPOUND SIDELITES ONLY) 1" INSULATED TEMPERED QLA5,5c zGLAZING DETAIL SHOWN W/ IQIASSCRAFT" T M TTE FRAM SI ELI L eviLoin CONSULTANTS. in IS SECURED WITH (16) #8 X 1.75" PHILLIPS PAN HEAD SCREWS 1, p p a a o L}+ ll'y 813. 684.3831 1. THE 27.5" x 50.19" DOOR LITE SPACEDASFOLLOWS, TOP AND BOTTOM RAIL AT 3.0", 13.75" AND 24.5" FROM THE LEFT SIDE. {, CENTRAL wre 11/5/01 THESIDESTILEANCHORSWERELOCATEDAT3.0", 13.25". 23.625" 33.875" AND 44,125" FROM THE BOTTOM OF THE LITE FRAME. ry SCALL NTS er: WLN 2. SMC AND TCM LIP LITE ARE SECURED WITH (16) #8 x 1.75" PHILLIPS PAN HEAD SCREWS A 1 T i- 13.j eG. SPACED AS FOLLOWS, TOP AND BOTTOM RAJL AT 2.125" FROM EACH END, SIDE STILES THE TOP DOWN TOP DOWN AT 5.5", 16.5", 27.5" 38.375", 49,375" AND 60.375". A CHK. 8r: RW W". c No.: FROM3. THE SIDELITE SASH FACE PANELS ARE MOLDED TO RECEIVE THE INSULATED GLASS. 4 yr, F 1 •'•••-^"'' S- 2161 SHEET 7 GF 5 0 4.03" J'LJlLii 3 CC LATCH SIDE STILE 3 RED OCORE MATERIAL LVL OR LSL OAK CAP 1.077" SIDFLITE TOP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 1.47" n mm I I CC BOTTOM RAIL — OWOODCOMPOSITE co fr 1.077' —{ T I-- 1.54" --i 36 SIDELITE BLANK SIDE STILE FINGER JOINTED PONDEROSA PINE r— 1,47" --i CY' TOP RAIL OWOODCOMPOSITE O O II O O 097"I— O 4 x 4 STEEL DOOR HINGE9 39" RED OAK CAP D1.46" CC HINGE SIDE STILE CORE MATERIAL: LVL OR LSL ALTERNATE CORE MATERIAL: PONDEROSA, RADIATA, PULAI, ELUOTTII, TAEDA OR SUGAR PINE, DOUGLAS OR WHITE FIR, CEDAR, INCENSE CEDAR OR REDWOOD. DIM. VARIES to M r` wr ° W/GLASS THK. e n CN N 1 K40 x 1.79' P TTHREAD SCREW. MAJOR 04l 4.0_ SMC I rrE FRAME 28 18-10 x 1 112' PPH PVSCREW n DIM. VARIES N W/GLASS THK. T('N IrtE FRAME u ®A 4.565` 1 wO > n L o 00 NpOJ CCZ(D clgw oL`'oD00 0 2 35 38 WOOD FRAME 00 W cl- ca N 4.615" z 2.203" In hoWm rm rn o U tto O 19 O05WING BUMP FACE o Al uMINUM/WOOD THRESHOLD a a zl050" WALL TYP. wz a 0 7 HIGH DAM THRESHOLD 39 IIIxuwBlJiLDIHcLTANTS. INC 813.684.3831 scuc: NTS arc. e . WLN CHK. 8Y: RW N e DRAMMG 5-22161 SHEEP 8 OF S Yam" _ J t t I RIPTI N n I I ASSCLASSICRMATO I h R SKIN F =6 iITYTHE2 FIBERGLASS 3 CC IATCH- 1.47 x 4.03 4 CC WaSldf -TRLI tVt OR tSt d OAK 1.46' x 1.4 5 NOT USED 6 POLYURETHANE FOAM BASF, 1.9lbs. DENSITY FOAM 7 SHORT REACH COMPRESSION WEATHERSTRIP THERI TRU FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP ITHERMA-TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4" LC. PFH WOOD SCREW Hine to Fronle STEEL 11 10 x 1 LG. PFH WOOD SCREW STEEL 12 NOT USED 8 x 2 1 2" LG. PFH WOOD SCREWNOTSTEEL USED NOT USEDN2xINNER WOOD TEST BUCK MAX. 1 4 SHIM MATERIALKWIKSETTITAN700SERIESPASSAGELOCKONEPIECEBUMPFACETHRESHOLDTHERMA-TRU ALUM. WOOD 4.565 x 1.17 ERMA-TRU PONDEROSA PINE OSED, LWB 4.565' x 1.17" -TRU PONDEROSA PINE WOOD ET TITAN 700 SERIES DEADBOLTGALWINDJAMBER11WR6B7 .052 WALLPASTRAGALNG, 1 2 INSULATED TEMPERED GLASS ALUM. 6060-T6 GLASS USED1 LG. PANHEAD SHEET METAL SCREW STEEL 28 PLASTIC LIP LITE FRAM SMC, THERMA-TRU with 'el'siren h F mm. = 6.200 psi SMC 29 K4O x 1. PI IHRFAO SCREW. NAA7R UK 4.Qnm FOR ITEM 18 STEEL 30 NOT USED 31 NOT USED 32 1 8 THK. CELLULAR GLAZING TAPE STIK-11 TAPE 33 1 x 0.04 DIA WIRE BRADS STEEL 34 3 8" COVE MOLDING WOOD 35 BLANK JWS 4.565 x 1.17 -TRU, PONDEROSA PINE WOOD 36 SIDELITE SIDE STU THERIW-TRU, IS4 x .67 PONDEROSA PINE W000 37 10 x 1 3 4" LG. PFH WOOD SCREW STEEL 38 LATCH ,L4LB 4.565 x 1.1 -TRU PONDfRO54 WOOD 39 HIGH WATER DAM THRESHOLD ALUM. 40 SILICONE CAULK SILICONE 41 N0T USED 42 MOM TOP t BOTTOM RAL -TM I-% Px5ONL>QW WOOD 43 8 x 2 LG. PFH WOOD SCREW STEEL 44 3 16 SEX BOLT STEEL 45 IVES 454 8" SURFACE BOLT STEEL 46 PLASM LIP U CM, - U field siren lh F min. = 4,674 i 7CM 47 TO8 X 1-3 4 PPH SCREW FOR FTEJ L 28 & 46 STEEL 48 GLAZING, 1 INSULATED TEMPERED GLASS GLASS 49 GLAZING. 3 4 INSULATED TEMPERED GLASS GLASS 50 CC BOTTOM RAIL (1.50" x .883' TW W-TRU M17OD COIA'09 E) WOOD COUPOSITE 51 3 16 iAoCON ANCIK)Rl4C ELCO, 1.75 WL LG. STEEL 52 3 16 TAPCON ANCHORLNC ELCO, 25 IEL( LG.)STEEL 8.0" ASTRAGAL RETAINER BOLT c'n. MATERIAL: C/R ROD ZINC n YELLOW CHROMATE 3" IoN N DRILL 7RU FOR A J8 PFH WOO DRILL TRU FOR SCREW 2PLC5 .357" DIA. ASTRAGAL RETAINER BOLTS WINDJAMBER 11 WR68T STRIKE PLATE 1 "/f RETAINER BOLT NO REACH QMPRFSSION WEATHERSTRIP FOAM CELL CORE W/VINYL JACKET 1.158" N rn 7 .35"t- O COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET Ll A 7''fNilu\ V F AC'Y'URER Ni1Di^ a rL / MASTER FILE # WINDJAMBER II WR68T 24 ASTRAGAL (ALUMINUM 052" WALL TIP.) NTS BY: WLN Br: RW uG NO, 5-2161 9 or £