The URL can be used to link to this page

Home My WebLink About206 Venetian Bay Cir 04-596 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln 4200 Maitland, FL 32751 407-257-6940 CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOF. PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # b+6&DATE PERMIT DESCRIPTION Atlt) SF R PERMIT VALUATION LIS& SQUARE FOOTAGE 7&11) d H m CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 206 VENETIAN BAY CIR for which permit 04-00000596 has heretofore been issued on 12/22/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electric z ing a d subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled q-(%-Of Q.O ojiPr ZONING: Inspected UTILITIES: Water Lines In If'-q-o+ Meter Set Reclaimed Water ENGINEERING: Drainage 12 0t l S Maintenance Bond PUBLIC WORKS: Street Name Signs g-oq AA Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE DATE APPROVAL FIRE: Inspected Sewer Lines In Sewer Tap Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 2/16/04 12/22/03 2/04/04 1/12/04 12/22/03 12/22/03 12/22/03 12/22/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 206 VENETIAN BAY CIR for which permit 04-00000596 has heretofore been issued on 12/22/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 12/22/03 91.93 12/22/03 13.20 12/22/03 847.00 12/22/03 13.20 12/22/03 1384.00 12/22/03 650.00 12/22/03 1700.00 coy'-;b 4all t' ldk D <<- /' -o OWNER B ILDIN OFFICI / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04/09/04 04-596 206 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES KEVIN 407-832-5990 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. Zinginneering Public Works Utilities 4/1z1c4- 0 --SL f Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) a et:- /1tAj4- wlv3w CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION J SINGLE FAMILY RESIDENCE**** (/ 4/ DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04/09/04 04-596 206 VENETIAN BAY CIRCLE ENETIAN BAY OMES KEVIN 407-832-5990 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 0 atf fi'` +HG t S Public Works 6 !7 Zoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04/09/04 04-596 206 VENETIAN BAY CIRCLE VENETIAN BAY c HOMES KEVIN 407-832-5990 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works tilitie ) j CONDITIONS: (TO Be Fire N/A Zoning N/A Licensing N/A ONLY IF APPROVAL IS CONDITIONAL) Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) April 9, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 34 Venetian Bay, 206 Venetian Bay Circle QL`— Sa(o To Whom It May Concern, The finished floor elevation of the structure located at: 206 Venetian Bay Circle, Sanford, Florida 32771 Legal Description: Lot 34, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc pc"v Darae L. Przemieniecki , P.S. Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 206 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 34 ," VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): e - ##' - ##.##' or ##. ) (0 NAD 1927 NAD 1983 USGS Quad Map ® Other. Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) gone AD, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, AR/AH, AR/AO Complete Items C3: as below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 17. 0 fil CD o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) 00 o d) Attached garage (top of slab) 16. 7 ft.(m) a g o e) Lowest elevation of machinery and/or equipment w v servicing the building (Describe in a Comments area) 16.4 ft.(m) AC Service E o f) Lowest adjacent (finished) grade (LAG) 16.3 ft.(m) z' h o g) Highest adjacent (finished) grade (HAG) 16.4 ft m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA J o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Surveyor and Mapper No. 6030 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 DATE TELEPHONE iA GLI Q/Wl l I/Y) t 01 .ice . 4-9-04 407-788MM FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 206 Venetian Bay Cirde CITY STATE ZJP 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/oompany, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 a on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fl.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(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 Cl Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAmissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA issued or communitywissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This pemtit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _fL(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ fL(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 Henx 4 .4ssociateB Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RAD 1 US ARC TANGENT C 1 19°28'16- 75.00' 25.49' 12.87 C 2 34°46'58- 75.00' 45.53' 23.49 C 3 90,00*00' 50.00' 78.54' 50.00 LINE L I L 2 BEARING S 54° 15'00-.W S 89°59'43-W DISTANCE 28.95' 53.50' N 89° 59 ' 43 "E P.C.P. \ ' REFERENCED BEARING \ CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD \ LEGAL DESCRPTION.' Lot 34. " V E N E T I A N BA Y - n occorcing to the plot thereof as recorded in Plat Book 63. of pages 84 - 8 of the Pubic Records of Seminole County. Florida. p, c, p, FLOOD HAZARD DATA: The Parcel shown hereon ies withn Flood Zone X occordng to the Flood Insurance Rate MLp Community Pane/ Number i1202890035E.Doted 04/17/95. City of Sanford Community Number 120294) General Notes: D, /0 1. This Is a BOUNDARY Survey performed in the Field on 2. No aerial, surface or subsurface utility Installations, underground improvements or subsurface/aerfal 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 SS -Iron rod with yellow plastic cap marked LB4937 or LS3182, or W iron rod with red plastic cap marked 'Wilness Corner",, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument O 2003 Herr d Associates Inc. All rights reserved CortiRcadon: Not valid without the signature and the original raised soal of a R(ori Ilconsad Survayorand Mapper T su meets the requirements of the Florida Mum Techr(kal nd ,;l falned in Chapter 61!A7-ffV Admin/stratNe Code. Darae L. Prremlonleckl, P.S.M. Registered Surveyor and Mapper No. 6030 WOW" rr R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 APR 0 6 200 4He6AssociatesInc., State of Flalda LB 4937 CHORD CHORD BEARING 25. 37' S 45°29'08-E 44. 83' S 72°36'48-E 70. 71' N 45°00'17-W NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY 2. 3-1 1 9 r-2.4' LOT 35 SETBACKS: Front 25' Rear 20' Side 5 ' Corner IS Minimum Lot Width 50' Note: Bearnngs shown hereon are reverenced to the C/L of VENETIAN BAY CRCLE as being N 89°59'43 E. Vertical dotun is based on NGVD per Engineering construction plans by Ned H i I I e r Engmeerng, Inc. Job Number 2001. Legend G Temporary Benchmark OrS O. R.B. Offset Oflklal Records Book assumed datum) PB Plat Book BOW Back of sidewalk PC Point of Curvature CA Centedine PCC. Point of Compound Curvature d Central or (Delta) Ample P.C.P. Permanent Control Point CALCCalculatedPG. Pepe Chord Bearing P.R.M.CBRPermanent Relevance Monument CD Chord P/L Property Line C.M. Concrete Monument P. O.B. Point of Beginning EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement FINALEL. Elevation (Measured) P.I. Point of Infersedion FD. Fin. Fl. Elov. Found Finished Floor Elevation PRC. Point of Reverse Curvature I P. Iron Pipe PT. Point of Tangency I. R. Iron Rod R RAD Radius Radial Line L Arc Length RES. Residence LBLicensedBusinessRryyRight-ol--Way LS. Lend Surveyor TBM Temporary Benchmark MeeMeasuredTYP. Typical N/ D(N&O) Nag and Disk 41te11— Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Drove: by: CM Chocked by: OP Proporod For: MORRISON Job Number: 02-017-02 Scale : I'- 30' Plot plan performed: 07-28-03 Foundation Survey: 01-14-04 Final Survoy: 04-02-04 Revisions . MW YOM Molly m UAIATv J; I nny rim mM i,.!ii :.'.:9 :, i , _., i.., ': L.// .LL.f".. ._ 1 «J ..l•. ._C.«. /t Aft W1,1111y R A 4 1-7 i fy'.."!.: T"TfAl.. "WK.: 7011 T):j: ;,l , t. . `_ " : -: '.:.' T 0." U-1*!:T!.; 11664 ----------- I Z' I 0!_!3 WIWI Ian j Z 1 y0j.00 I 1 /05.00 WIMUTORS MIQ 0 lbw ! unit 0 112.00 1 3 143.5) L:U!NN.1y C ! I "Al W: 0 Owl unit 0 51.00 1 0 51.00 A' -:C CO.. dal unit 01paq.00 1 0 1jan mo 01.'.,.jJ::,f 1, P, 205., no r:Yl%.:`_.GX 0-:0.Y ' I MILURE TO NOTIFY QWFUM M) 0. 1,:::, L IA.W.-iXLTTY FOR 11-11 OLE. TIM, COU."':TY THM' T! I M; I E; h E1 WITEM M Y CA FrM MUM I PAYARM MUCR TO 1 M W 11h: IV A THILITEP M!"HIV. Tti`!T A'!Y . S; L& AMN nVoLmnNT, OR ump:, Ti. ,':: ".. '15eORY I 'ONI), .'If.. Sy"'! y?), r A NAM= &MMIT TUTErm IS COLWOOR DA79 01•' i!%!. 011,01101 WITL: 0:01. Ulf MY LINM vion rommmm ny mnoomy (m v.11ST MIT GIZ v"A7.1111:01=0 W, 114, V.. LWOW W yl,,_ W K 001 MA I MIN 111TWKI, A&MIRD, rursim L2mvp som ms-vow; f"I.:C'U'LD M:-, '11"AM.:: YO.' KAJI! 1100 1*101RK (W::,:,!U:-: MYN&W MIULD W OY QW0 CIA PAC IN USKYNO, US WAVAM 101116051. J. _;4 (iWO CITY W.1 0>10 1 WSW !WSM At 110; UK' 07SMAK QVITMISM it; VWD UAW ('*,!'D:-I:'1J.,:WWA WZYH ):ASUMON BY ATK' KOMLY WYLDEW 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°28'16- 75.00 C 2 34°46'58- 75.00 C 3 90*00*00' 50.00 LINE BEARING L I S 54e.15'00-W L 2 S 89e59'43-W 25.49' 12.87' 25.37' S 45°29'08-E 45.53' 23.49' 44.83' S 72°36'48-E 78.54' 50.00' 70.71' N 45°00'17-W DISTANCE 28.95' 53.50' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY 2.J`i 1 9 r2•4' REFERENCED BEARING \ 4 G \ CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT -F ' PRIVATE ROADWAY CITY OF SANFORD \ m LEGAL DESCRPTIONh. Lot 34. ' V E N E T I A N BA Y occordmg to the plot thereof as recorded in Plot Book 63. P.C.P. at pages 84 - 88 of the Pubic Records of Seminole County. Florida FLOOD HAZARD DATA: The Po-cel shown hereon ies within Flood Zone occordng to the Flood hsurrnce Role Mop Comrnuvty Panel Number 120289 0035E.Doted 0 4 / 1 7 / 9 5 . City of Sanford Community Number 120294) General sole 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 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 LS318Z or Iron rod with red plastic cap marked -Witness Corner*. unless otherwise noted O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument OFFSET LOT 35 SETBACKS: Max Coverage - 64 y Front 25' Rear 20' SITE DATA Side 5 ' Corner IS hFERVIOUS SO. FT. - 54y Mhaw Lot Width 50' LOT SO. FT. IMPERVIOUS ARE A-3.667SO. FT. Note: Beamgs shown hereon ore referenced to the C/L of VENETIAN BAY CRCLE as being N 89°59'43 E. Vertical dotun is based on NGVD per Enyvmeerimg construction plans by Ned H i l l e r Engumeering. hc. Job Amber 2001. Legend Temporary Benchmark O/S O.R.B. Onset Official Records Book massumed datum) PB Plat BookBOWBecksidewalkBackCentofsiPCPointofCurvatureCoPCC. Point of Compound Curvature d Central or (Delta) Angle P.0 P. Permanent Control Point CALCCalculatedPG. Page CB CD Chord Bearing Chord P. R.M. Permanent Reference Monument C. M. Concrete Monument PrL P• O.B. Property Una Pant of Beginning EL. or ELEV Elevation P. O.C. Pant of Commencement FINALEL. Elevation (Measured) P.I. Point of Intersection FD. Fin. Fl. E/ev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 1. P. Iron Pipe PT Pant of Tangency I R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES, Residence I. S. Land Surveyor RA, v Right -of -Way Mee Measured Tam Temporary Benchmark N/ D(N&D) Nail and Disk TYP. Typical N. R. Not Radial rr rr_ Fence symbol (see drawing) X— X- Fence symbol (see drawing) Cort/ flcat/on: Not valid without the signature and the original raised seat of a Florida licensed Survoyor and Map This survey meets the repuiremenis of th Florida Imum Technical D r o r n b y : CM es contained In Ch to G -6 Florid dminlstretive CadL Checked b y : DP Prepared For: MORRISON Sketch of Lego/ Description JobNu.b.r: 02-017-02 Off,` This is not o Survey Scale : -- a0' William A. Herx, P. L. S. Florida Registered Land rveyor No. 3192 P l o l plan p e r f o r e e d : 07 - 28 - 03 Darse L. Przemlenieckl, P.S.M. Registered Su r end Mapper No. 6030 F o u n 01.0 n Survey: William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Final Survey: Herx 6 Associates Inc., State of Florida LS 4937 Revisions Permit # : 011 -51 (, Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICA 1 , N C ri D D te: 47 Value of Work: Permit Type: Building _v-1— Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 150 Addition/Alteration Change of Service Temporary Pole _V, 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 Waterater Closets Plumbing Repair — Residential orrr Commercial Occupancy Type: Residential V/Commercial Industrial Total Square Footage: nt( T • Construction Type: CM— # of Stories:/_ # of Dwelling Units: I Flood Zone: Y (FEMA form required for other than X) 0 Parcel #: 270000 63t-F0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: 407,621,007Z Contractor Name &LA_ddress: /'/`11WAI WJf7 J/E//l.f IC / /7f 14C/.30A/ ITC/miCJ p p / aga'l im 4om /1 State License Number: Gl G %1 / 2' 7 Phone & Fax: t o % 0 S7 t0 Contact Person: 044 Rl u4lw Phone: %Jd1 / 740 Bonding Company: NA Address: A;A Mortgage Lender: Q4 Address: / V M Architect/ Engineer: yEbIUG 1 } Phone: Address: 43 -tS ltel %&1*-,dr-/ d, ll9dQ I oq. fd 10 Fax: _ 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 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: 1 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 NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additi nal permits required from other governmental entities such as water manageme t d' acts, state agencies, or federal agencies. Acceptance o e i is ri will notify the owner of the property of the requirements of 1 13. ii1' 203 11i-2 o_3 . Sign; o wner/Agent ate Signature o C tract r/Agent Date M CI- !/ /v g AA4( N Print Owner/Agen a Print Contractor/Age 11117103 d Signature of NA&Wte of Florida ate Signature of Nota - to of Florida Da o Q to e miLrIF O 11 M m Owner/Agent is y Personally Known to Me or o Contractor/ Agent is Personally Known to Me or Produced ID IJA Produced ID 75,74 g off. • do YN 0ATION APPROVED BY: Bldg: a1 Zoning: Utilities: FD: a ( Initial & Date) initial & Date) (Initial & Date) (Initial & Date) Special Conditions: t 5,5 D Seminole County Property Appraiser Get Information by Parcel N... http://www.scpafl.org/pls/web/re_web.seminole_county_title?PAR... PARCEL DETAIL i T Seminole Cilunty J*ofw r1 v o rm ur r cJirrurs 1101 K. t4ral 1,s. Nnnrnrd tl. 3277 1 40 ^ -o hS- 7 Sl lh GENERAL Parcel Id: 23-19-30-502-0000-0340 Tax District: S1-SANFORD Owner: CENTRAL FLA DEV Exemptions: PARTNERS LC OwnlAddr: #200 Address: 1053 MAITLAND CENTER COM BLVD City,State,ZipCode: MAITLAND FL 32751 Property Address: Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vaclimp Find Comparable Sales within this Subdivision d Back > 1 LUU4 VVUKr%11Vl3 VALUt_ JUMMAKT Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $11,310 Land Value Ag: $0 Just/Market Value: $11,310 Assessed Value (SOH): $11,310 Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS' LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 34 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes- If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 11/13/2003 6:41 AM MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05097 PIS 1822 CLERKIS # 2003203640 RECORDED 11/13/2003 12:50:45 PM RECORDING FEES 6.00 RECORDED BY G Harford Permit Number: Prepared By and Return To: Daphne Clark 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 NOTICE OF COMMENCEMENT. 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. 2. 3. 4. 5. 6. 7. Description of property: Lot Number Legal Description 4Book BAY, according to the plat thereof, as recorded in Plat Pages 84-88, of the public records of Seminole County, Florida. Street Address K,y/i 4 &—V ( VENETIAN BAY). General description of improvements : New single family residence Owner information: Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 Fee Simple Title Holder: N.A. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: Surety : N.A. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents maybeservedasprovidesby713.13(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 providedin713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement: One year from the date of recordCERTIFIED COPYing. COPISEMARYANNE Date Signed : ) Signature of Owner's Agent, Maria Lisa Steiner: ER . OF CIRCUIT RT cvugiMF NTY. ARIDA Sworn to and su before me this by Maria Lisa Steiner, who is personally known to me. u•n NOV U 3nD. A. CLERKSignatuofNotary. Notary Seal: * , MY COMMISSION ODD214811 EXPIRES: June 27, 2007 jAO R 9"dM Thhl audjet Notary Services LIMITED POWER OF ATTORNEY DATE: / t I HEREBY NAME AND APPOINT: DIWF 1e CUA& EKED HOH?3 qoo TAV I TES EACH AN AGENT OF: MORRISON HOME TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: r ezia& FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: I a AND TO SIGN MY NAME AND DO TO THIS APPOINTMENT. MARIA LISA STEINER AME OF CONTRACT R. SIGNATURE OF CONTRACFOR.) STATE CERT. # CR-0041929 THINGS THAT ARE NECESSARY CONTRACTOR'S STATE REGISTRATION NUMBER) The foregoing instrument as acknowledged before me this DATE: U BY: MARLk LIS STEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA tCOFUNTY OF ORANGE. ;:i'. UANAEMIRO J. MY COMMISSION Y DD 237775 1 EXPIRES: August 3, 2007 f 1 Q B= W Tln i Notary PLU7o Underwlft"' SIGNATURE OF NOTARY: NOTARY SEAL. 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 C I 19°28'16- 75.00' 25.49' 12.87 C 2 34a46'58- 75.00' 45.53' 23.49 C 3 90,00*00' 50.00' 78.54' 50.00 LINE BEARING L I S 54°15'00-W L 2 S 89'59'43-W N OO DISTANCE 28.95' 53.50' CHORD CHORD BEARING 25.37' S 45°29'08-E 44.83' S 72°36'48-E 70.71' N 45°00'17-W NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY L2 N LOT 34 N " A- GRADING 6.741 SO. FT. 6.7 6.8 - 18.0' co 00 U o LANAI 22.0 00 O Ch Z 1971) BROOKWOOD 11 z ELEV. A. B. C 4 D 3wSINGLEFAMILYRESIDENCE FIN. FL. ELEV:16.8 W LU V W w LOT 33 O O oCX O o O 770 O 30 7.0'o, Z n to o w o 13.0' 6.8 20.o N N M SO. aS N 89° 59 ' 43 -E P.C. REFERENCED BEARING \ G \ CIL 50 ' R/W) TRACT "F " PR 1 VATE \ ROADWAY CITY OF SANFORD \ I LEGAL DESCRPTION.' Lot 34. - V E N E T I A N BA Y occorofng to the plot thereof as recorded in Plot Book . P.C.P. of pages - of the Pubic Records of Serniiole Comfy. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X" according to the Flood hstrance Rate McP Colmxnify Panel Nwber 120289 0035E.Doted 04/17/95. City of Sanford Co m in ty Nwber 120294) General Notes: 1. This Is a BOUNDARY Survey performed In the held on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurfacelaerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of --way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon Is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes W Iron rad wlih yeiluw plastic cap marked LB4937 or LS3182, or W iron rod with red plas;:'c cap marked 'Witness Comer, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument LOT 35 SETBACKS: Max Coverage - 64 Y Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' APERVIOUS SO. FT. _ 54Y Mnma Lot Width 50' LOT S0. FT. IMPERVIOUS AREA-3.667SO.FT. Note: Bearings shown hereon are referenced to the CIL of as being N 89°5943F. Verficd dotan is based on NGVD per Engineering construction pkns by Ned H ill e r Engineering. hc. Job Nunber 2001. Legend 6) Temporary Benchmark CVS Onset assumed datum) O.R.B. Official Records Book BOW Back of srdewa/kBackCentoPB PC Pfat Book Point of Curvature GLneirePCC. Point of Compound Curvature A d Central (Delta) Angle P.C.P. Permanent Control Point CentraledPG. Pepe CB CD Chord Bearing Chord P. R.M. Permanent Reference Monument C. M Concrete Monument P. P• O.B Property Line Line Point of Beginning EL. or ELEV Elevation P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. Fin. FL Elev. Found Finished Flow Elevation Point of Reverse Curvature I. P. Iron Pipe PT. PT. Point of Tangency I. R Iron Rod R RAD Radius Radial Une LArcLengthRES. Residence LBLicensedBusinessRA,V Right -of -Way I.S. Land Surveyor TSM Temporary Benchmark MeeMeasuredTYRTypicalNID( NdD) Nail and Disk r/ter/_ Fence symbol (see drawing) N.R. Not Radial X-- X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seat of a Florida licensed Surveyor an pp survey meets the requirement of the F e Minimum Technical Drown b y: CAI Chocked by: OP Sta s as contained In h r iG 77.6 odda Administrative C Pr opor ed For: MORR I SON Sketch of Legal Descr ipt ion Jo. Number: 02-017-02 M Lkrnt oil. This is not a Survey Scale : 1-- Jo' William A, Hem, P. L. S. Florida Registe F o u no L i o n Survey: LdSurveyorNo. 3182 Plot plop p rvey : 07 - 28 03 Darae L. Przemlenleckl, P.S.M. Registered rveyor end Mapper No. 6030 g Surveyor Mapper No. 6092 FinalSurvey: William R. Herx, P.S.M. Registered Surve rend Ma Ra r i t i on s Henc 6AssociatesInc., State of Fbdde LB 4937 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 C 1 19°28'16" 75.00' 25.49' 12.87 C 2 34°46'58" 75.00' 45.53' 23.49 C 3 90°00'00" 50.00' 78.54' 50.00 LINE BEARING L I S 54°15'00"W L 2 S 89°59'43"W N 89°59'43"E REFERENCED BEARING CIL 50 N Ln O O DISTANCE 28.95' 53.50' LOT 33 P.C.P. G L R /W) TRACT "F " PR 1 VA TE % ROADWAY CITY OF SANFORD \ LEGAL DESCWTiON Lot 34. " V E N E T I A N BA Y occordng to the plot thereof as recorded in Plot Book . P.C.P. at pages - of the Pubic Records of Seminole County. Florida. -i` CHORD CHORD BEARING 25.37' S 45°29'08'E 44.83' S 72°36'48"E 70.71' N 45"00'17'W NARCISSUS AVE. TRACT G 10 ' ADDITIONAL RIGHT OF WAY L2 N LOT 34 N "A" GRADING 6.741 SO. FT. 6.7 6.8 Q1 I8.0' au o LANAI 40 22.0' 00 1971) w BROOKWOOD 11 71 ELEV. A. B. C 6 D vi Q SINGLE FAMILY RESIDENCE FIN. FL. ELEV:16. 8t" UJ v to 1\ w ' o on 0 O LOT 35 a' O p O o Op 70'D 10'W O 7.0' or z o w 13.0' 6.8 FLOOD HAZARD DATA: The Panel shown hereon ies within Flood Zone occordmg to the Flood hswonce Rate Mcp CorrmInity Panel N fiber 120289 0035E.Doted 04/17/95 City of Sanford CormK.nity Nunber 120294) General Notes: Proposed1. This is a BOUNDARY Survey performed in the held on p 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerfal encroachments, it 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 yollow plastic cap marked LB4937 or LS318Z or iron rod with rad plastic cap marked -Witness Corner, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 30 0h C7 a :,' _ z . y, , SETBACKS: Max Coverage - 64 Y. Front 25' Rear 20' FS91TE DATA Side 5 ' Corner 15' v_ERVIOIJS SO. FT. - 54Y MnirNm Lo Width 50' OT S0. FT. IMPERVIOUS AREA-3667SO.FT. Note: Bearings shown hereon ore referenced to the CIL of as being N 89°59'43 E. Vertical dotten is based on NGVD per Engineering construction plans by Ned H i l l e r Engineering. Inc. Job Number 2001. Legend 0 Temporary Benchmark 05 O.R B. Onset Official Records Book assumed datum) Pe Plat BookBOWBackofsidewalkPCPointofCurvatureCILCenterline PCC. Point of Compound Curvature d Central or (Delta) Angle P.C.P. Permanent Control Point CALC Calculated PG. Pape Chord Bearing P.R.M.CB R Permanent Reference MonumentCOChordP. UnaPointC. M. Concrete Monument P.O.B. Polnf of Beginningofegg EL. or ELEV Elevation P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD Found PRC. Point of Reverse Curvalure Fin.Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial Line L Arc Length RES ResidenceLBLicensedBusinessRAVRightW-WayLS. Land Surveyor TBM Temporary BenchmarkMeeMeasuredTYP. Typical N/D(N60) Nail and Disk Fence symbol (see drawing) N.R Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the a/gnaluro and the original raised soot of a Florida Ilconsed Surveyor an pp Drawn b y : CAI urvey meefs the requirement of the Fl a Minimum Technical Chocked b y : OP Sfe 1.1cont.1nedin h r fG17-8 a' a AdministrativeC Pro pored For: MORRISONSketchofLego/ Description Job Number: 02-017-02 mil) This is not a Survey sale : 1-- 30' William A, Herx, P.L S. Florida Reglsle L d Surveyor No. 3102 Poor Pion p Sury: 07 - 28 OJ Dare@ L. Przemlenlackl, P.S.M. Registered rveyor and Mapper No. 6030 Fo u n do r i o n Surreyey William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 F i Rern is one o l iSurrey : Herr 6 Assoc/ales Inc., Stele of Florida La 4937 Ca 3 u CITY OF SANFORD PERMIT APPLICATION Permit # : ` S Date: Job Address: 8 Description of Work1. Historic District: "Zoning: Value of Work: S Permit Type: Building Electrical 10 Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential ' Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: MName & Address: sContractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Eugineer: Attach Proof of Ownership & Legal Description) d( Pho ne: 290 0 7 I State License Number: Contact Person: Phone: Phone: 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. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 0 Si ire oCOwner/Agent Date Signature of Co or gent Date gnattr 1dtl Print Owner/Agent's Name Pri C n ctor/Agent'sNbme Signature of Notary -State of Florida Date Si • ture of otary-State of Florida D e V or" Nsr Mmodovar My Commission DD272809 a Expires Deceft ar 07 2007 Owner/ Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg. Special Conditions: Initial & Dale) Zoning: Initial & Date) Utilities: lnitial & Date) FD: Initial & Date) CITY OF sANiFORD PERMIT APPLICATION Y 'i:1'!•i:SC•Y.FIa y % ,4`% r t tih• .'r-;N`;ry'(,t Date: i k7 Historic District: Zoning: v Value of Work: S 7.gma Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI• . Electrical: New Service — # of, S Addition/Alteration Change of Service Tempor'&y Pole Mechanlcq. Residential Non -Residential Replacement New (Duct Layout & Energy Cb1l Required.) Plumbing/ New Commercial: N of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: - (FEMA form required fbt• (.tbcr titan X) Parcel N: ( Attach Proofof Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: %A]R E,Afl= t, LiM C0bM- Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: _ Architect/Engineer Permit #.,__ Job Address: Description of Work: ate License NumberRO RUM Ronl m r,e/PQC0 32448 116 Phone: _ Address: Application is hereby rrnde to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commerimd print u, theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, 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 applicahle.law:: r(:NijA6nSconstructionandzoning. WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN Yr)I')R I'i.'T1NG 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 t s ro that may and in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as ern t distric a agencies, ni fedrral agencies. Acceptance of permit is verification that I mill notify the owner of the property of the requir nts of orida en . FS 7 L_ Signature of Owner/Agent Date atur onLecior/A+ nt Date 8 3 1004 O!'RT G. DELLO RUSSO Print Owner/Agent's Name ring ontrac(or Agcnt's Name, 1A IiL A C f • 4 FEB 0 3 1M1 . Signature of Notary -Slate of Florida Date Sienature of No_•State of Flonda Date MIRINDA C TURNER f+v CC'.''AISSI0N ` DD 212893O,wier/Agent is _ Per;nnall, i no„m to MC or C Ontraflnr/Act ::s Personai:,' Known I 1i-cr ,; FA',:"S'J'.ge 1,',.2007ProducedID _ Produccc t:_-'eaThrjhaayv t. - Ur.•arwrars APPLICATION APPROVED BY Bldg: Initial & Datc) Zoning: Lr, ::,-, I:D• Initial & Dole) (Initial &l Date) (Itrlta I &C pal. wciul Conditions: Sle;uM1tl9aun o n,: Glp•n„nt,nn r LODVI't GIMp:SYT0D , eesiai; as iC01SSll',i'J00 fir: : '•.• C4 /: a3N8fU'OdONlalw .; Ar 10-03-203 9:04AM FROM r Permit # Job Adds Description of wort[: Historic District. Zoning: CITY oPi SAmoRD PERMrr APPUCAVON Value of work: $, 3 y 3 r UL D K-W r,)Q P P. 2 Permit Type: Building Electrical Moebanical Plumbing Fire Spnnkicr/Alan Fool Electrical: New Sesvioe — # of AMPS Additiop/AltcmdOn Chaugc of Service Temporary POW Mcchaoical: Residential Non•Rasidential Replacctnestt Ncw (Duct layout &. Energy Cale- Required) Plumbing/ New Commes-CW: # of Fixatres # of Watcr & Sewer Lines # of Gas Lines Plumbing/New Residential: # of watsr CIOset_s 0n-- Plumbing Repair— Residential or Cottuncrcial Occupancy Type: Residential Commercial Industrial Total Square Footage: Cut ruction Type: 0 of Stories. L--: # of Dwelling Units: Ftood Zoste (FEMA form rcqulrcd for other [hart X) Addreaa: —.— Vortgage Leader: Addreaa: Arch itecdtugiueer: Addreaa: Proof of Ownershia St [seal Descripdoo) Phone Fax: 2 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that co work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet sondards of all laws regulating consauction in thiS jurisdiction. 1 understand that a Wparete permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HF,ATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: l certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws rcrulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUOR I•t.YINU TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCF.MF..NT. 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, statc agencies, or falcral ugcnctca. Acceptance of permit is verification that I will aotify the owner of Nc property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of raaur/Agent Date Punt Owner/Agcnt's Name Signature of Notary -State of Flonda Owner/Agent is _ Personally Known to Me or Produced I APPLICATION APPROVED BY: Bldg: Initial & Date) Spccial Conditions; -, Date Print Co [o era's Nerve _ L/y nature f oury-Sate of it Stephanlo W,pmedc 0 110.1/Agent isr(sIIY Wf6aieMg aJ11 j?71'roducedID b Zoning: Utilities: F0: Initial & Date) (Initial 6t (Ytto) (Initial & Date) GHB CONTRACTORS PAGE 0104 04 05: 21 4073305990 pertatCvy -11 3 Job'=" 70710(,Ur DactiplAou of werb 4tool crrtroxsaNvo a><a AIsRLI+CATID I .,r .n:. x HI9b0ltQminrictValote a Wore a Pert: tit Types BWAQ r7eafticw — .. Ply Fse 3psi,+l 10A1z= pool Sled: AFeev Sexv9oe -1 of Afl[i;6— Adftp NdA11e C hmW of Sw4m Tcmpeub pole MmW' W Piew Co®ta'nftl; & of Fxtmes of Wader 8t 9cpet L.Sex 0 of 4as Etas P14> sIDiWN$w R=WmjbL- 9 of W C tS PtA®ilittg Reptta ^ cx 1;0 ` -- TYPt' U=&Wial vggaaare Fbott _ CoosRYtt lEaa Z iP Of $itiriezL Flmd Qaft y_ A *M Nqd d for ai bar 4= X) Piteael d: 3 - P - 30 - sb AmKh Pvw of otraadblp r& Llgy Ihmm po Owoers (Yams .Addsmt D is drw PAvoe: ihL S I i & - `a- S3 a— cbaEutPaw /I ' ° `e'-w -k l (`l d n Qpa k 19 1 ' II I fm p - Adorm: L Mo" e L=der - Add"= - A, cMI:T _,gjU d S dd= ` !o' l -, ApplWtio: t is baby moot to t tv dv flp vmk =A ftaunsm "I iadsemmi I iswanodaPamirsadthatailwtxdSa3L6epotbegtpdtoearc stsmdsc of tllI lams sots ie iaiid uai semd esa m F tam be NERS tbp 6 "CrRrr. r_ *00 Zai t 0 . WELA3. AIRCONDt'I'[Olv etc. POPL% ' UMM BORAL% 0ATIRS, TANK and i oestlljr ts t op of tbo kftnxdOu is A=wm and dot all welt %'i ba dater IR TO I ' I ' eioq ftdmoirr$ WAR77R TL'rTO(W MPJ YOM FAffA=TQ RFJCORD A NOTi C8OF COMD4ENC NEn lv1AT Ra$ULTT Ri YODR pA7 V, G TWOCIiFORDeR05I> 1Tg YaIIR pRpPBRTY. IF YOU Rr'IEND TO OBTAIN FINWCDIG4 COir MT Wan 1l` W. LENDBEI OR AN 88FORERNMRDMMTOMNOTICEOFCOblURjgg1+iWr. 1 ry t , poFdlir, dfsre aatq be Pddidowl tr am m t prspta rMg r bo cd iA the publkt R:ov fe of t txtirtioaptrRwarsramd[s etq stttm a1Pa te. dr @dm1 te(9e ales Aaeapmte0 oip= pit Ia.acifxatbaa fit" ft oim vf c6e pevpQpr of the 8igatatta of Agmt Data ft&l ed ID s o r, Si of lletay.6Co;V of Fkft p im FLORENCE A. DE rRAVE My COMMISSION 9 DD 164280 N -N 00 6 LL'),c OFFQs APPLICATION APPROVED 8)- Rh1g ` / ChJ+oes Ilk Uaiail & Qom) (IeatW k D1me) (loittet & DaRr) (lrzi DattO. ) sR+l Coadko+ti: t3). C) o Seminole County Property Appraiser Get Information by Parcel Number PARCEL DETAIL Page 1 ot' 1 Back I-, cminulc C /hint loftrlv rpn irr c in rc r a I Inl M. kn.1 ti Nanlold F1.33'-1 311"-6( s-7 G414, GENERAL Parcel Id: 23-19-30-502-0000-0340 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City,State,ZipCode: MAITLAND FL 32751 Property Address: 206 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL r i 11 7fiiN 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $26,000 Land Value Ag: $0 Just/Market Value: $26,000 Assessed Value (SOH): $26,000 Exempt Value: $0 Taxable Value: $26,000 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant 2003 Taxable Value: Find Comparable Sales within this Subdivisiu DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 34 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 26,000.00 $26,000 TE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=23193050200000340&cop,... 4/ 15/2004 Herx & Associates Inc., L a n d 3 u r v o y i n g 769 Douglas Avenue, Altamonte -Springs, Florida. 32714 (407)788-8808 Member of the Podde Surveying and Mappft Society and American Corgrsss on Surveying end Mapping Map o1 Survo CURVE DEL TA ANGLE RAOI US ARC TANGENT C I 19.28 ' 18 ' 75. 00 ' 25. 49 ' 12. 87 C 2 34.44'S8' 75.00' 45.53' 23.49 C 3 90.00'00' 50.00' 78.54' 50.00 LINE L I L 2 or 3y OY577 6- BEARING S 54015'00'W S 89.59'4.3'w DISTANCE 2B . D5 ' 53.50' RAAlT #wto-twivi OFFICE COPY CHORD CHORD BEARING 25, 37' S 45.29'08'E 44, 83' S 72.38'48-E 70. 71 ' N 45' 00 ' 17'W NARCISSUS AVE. TRACT G 10 . ADDITIONAL R I OHT OF WAY 2. J•L, 1 9 r 2.4' N 89.59'43 Ec.•7 REFERENCED MEARItM \ J` LLEL`L .i C/ L VENETIAN BAY CIRCLE 50 ' R/W) TRACT 'F ' PRIVATE ROADWAY CITY OF SANFORD LEGAL OESCttPT&L Lot 34. ' V E N E T I A N BA Y oecoruhy to the Pbr thereof oq recorded ih Plbt Book W. P. C. I. of poyaa 84 - 8R of The Ahk Records of Senuh04 Carly. Fbrioa FLOOD HAZARD DATA: The Parcel 0o n hereon /ea eithir Fbod Zane -X. occordrtg to the Flood hruurce RoteAsop Conmlrai Panel Amber ' 120289 0035E.Dated 04/1 // 5. ` City of Sanfcrd Ownurty Nunber Q02941 I OFPsfr LOT 35 PLANS REVIEWED CITY OF SANFORD SETBACKS.` Mr Coverage - 64 9 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' A ERMO s SO__FT . $4X MAi7to Lot Width 50' LOT .50. Ft I M P E R VIOUS AREA - 3667 50. FT. Nble: 8ea4n ahem hereon av rvferohacd to fhe C t of VEPETI4N BAY CRCLE at bohg N 89'59'43'F Vertical cbhm a boxed on AUVO per Enomerig cortonetioo plop by hied H i I I e r Efiow vg he bbNrnbw2001. General Not**: Legend t. Thh is a BOLWDARY S '14DPOSEQ. urvryplrAlmtCdd! Nre llekion No aerie/ 6urfi[aa or cubs ap uilliq htat0/4tAons, asopmod stunt) "' lln.n d aefunU O.R.II Na1 QMce. liAoeMi cool undtpround Improvements or suDlurface/ aerle/ ttntrOaonmenm it any, were JMMtee. eow CAL Boo of wwsm Combrene ro o sty oJ. Bufldinp ties Mown are to the evkWor un&*hed Awndstion surface or Ibnnboem 4. Elaystlons GYrKral ar (Dc1L) AnpA! PCC. P. C.P. Petit of rt o d GLrvNun IbrmatCopourumshownhereon, Kerry, are assumed end were obtslned hem eppmved CALc c.tasxed Pa. f P COn6tRMI/ n plant pMWded by the Clwnl tMitas otherwise noted, end ere shown Deeft PR.M. P m!»rrt onlytodepkttheprepetwderatyrrMdh/ererroe In elevation ieptBve to MI scsumed wn shohereon. t9mPe styeanehiwncept~ u. Chard Concrete AAomrennl PA. P.0 a,ky , f4/Nnt pfDOKY" Mownatk 6. fiep0mv/ shon /a subject to au easernalift reselm*ns, L, a EELEV EAtafbna P.O.O. ibYd ofRed, tYne resh,C ions and R phts-aFwsyofmoordwhe(ner dep(dbd Cf Fool oo thin documottt No saetdi o/ the FINAL EL AD. EMs*n (, ueaaweq Found t 1. food of Canmericemyx PVkl r0bkraVf*o PrtbiltT 000ards hasb"M made by JAI$ otlk:e, e, 11ne Aeyat descdptfon show» hereto IN t4mWled FIR-R- MOv. LP. la Nd Abar 9asibl? PT. Rawn C umalure as CAenf. 7, Plallad andmeasureddbhneeaanddheefltursOr[ t/fe ae nle LR fro R sett Rau! unlnst otherw/ ae nOfed, Oanotes K' CronrodW'M YwAbw, Wasik Qe0 mantes LB4e37 or LSJt82, or Sc' iron rodw?A red P/aadc cop marked 'Ntiitesa Corner unless othawlsa to sa Aro LaneN i 9uNner R4 ObdW1A! ' MNdexe 0Denotes P, ay. fAerrnent»toonbol noted. a uncle PE Rynto War rany Oenoha Permanent !?*haft* Monument1Nseeeeucntn.rt Not Rod& O-W Fincv t Ym6o/ lee mawfrol ebeahu and the wdp M0470r aft[ PORNsymbol (w dtawhryl of a r7or"A e" Qriprrra/ Mla d Baal a • r wloA lh:en ad avrwgor and . net TAB surw ymeets the rw%*VrAw1t dr 0- rd mtsn MAMCaI aseausn+wh O d ,,;wsene.a Dreln A Cy Sketch chec404 by? Op of• Legol is Do cript ;on Pr* por*dob pro o ROrs ofinHandImnor o Survey Seale r r•- 30' JIee Dar" LPrranftWNcNI,I.sM. Rayht nds endAlwrma.0030 WG1 eMAWd,P.8.ALR*W&ANdSuMyorrrdsgPPerAkL&V2. Plot Plat Perroreed: 02-2e-o3 rov000tlo• server/ l/atxRAlt+ odstee hero,; STsh at Fbrio Le sA1 f R ! n o I So r r Rove# ar 2 on It I; SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.12 GLASS ROOMS. PAR I IALLY ENCLOSED) 3.2.1. LW FOR 3 2 2 11Pf IGI1T MAX. ( ENCLOSED) 3.3.1. 3.3.2. 3.3.3 11• IIEIGIIT (h) _- 1' x 2" MIN. 3-1/2" SLAB ON GRADEVARIES OR RAISED F001ING IYPICAL GLASS ROOM WMI SOLID ROOF (FOR FOOTINGS SEE DETAILS TYPICAL FRONT VIEW FRAMING PAGE 3-23, 24. 25) HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WID I I I FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'P/2(@i FASCIA ALLOWED SIZE BEAM AND UPRIGHTS I (SEE SECT ION 7 FOR DETAILS) SEE TABLES) -- - ui p SOLID ROOF / D NO MAXIMUMul ELEVATION SLAB OR GRADE) I P = PRU EC'T ION FROM T1LDG VARIES VARIES I-W = 1.O D WIDI11 NOTES: P' VARIES I 1.ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 1/4" x 2-114' CONCRETE FASTENER MAX. OF 2'-0- O.C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2' S.M S. W/ WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 2'-0" O.0 . ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OFCONNECTION. 2.SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORT I WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGIIER WIND ZONES USE THE FOLLOWING CONVERSION: AGE 100 123 130WE 150M810412 NNkPICAL SCREEN-/ GLASS ROOM SCALE: 3/16" = V-0' Lawrence E. Bennett, P.E. CIVIL ENGINEER - OEVFl01'MFNI CUN5NI IANI P O BOX 214368. S01,1111 DAYIONA El .32121 TEEEPIIONF. (366) 161 4114 FAX 1.3H6) 167 6556 3-2 I © CO1'YNIC;IIf '10(l.1 NUT IU IIE NEPIi01)ULf 1) IN W1101 F. UN IN I'AIL I WIIHOUI IIIE WNII IEN ST 141JISSION OF IAWRENCE. E BE NNE 11. P E I set %N SCREEN, ACRYLIC / VINYL, GLASS 8, MODULAR ROOMS SECTION 3 COMPOSITE ROOF PANELS: 4) 1/4' x 4" LAG BOLTS W/ 1-1/4' FENDER WASHERS PER 4'-0' PANEL ACROSS THE FRONT AND 24' O.C. ALONG SIDES 2" x 2' OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2' HOLLOW RAIL POST ATTACI IED TO BOTTOM I/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3' = l'-0' RISER PANELS ATTACHED PE CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) # 10 x 1-1/2' S.M.S. IN SCREW BOSSES 2"x2".2"x3'OR3'x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 112" S.M.S. IN SCREW BOSSES 1' x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24' O.C. (MAX ) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANI P O BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (3E6) 767-4714 FAX (366) 767.6556 COPYRIGHT 2003 PAGE NOT.TO BE REPRODUCED IN WHOI E OR IN PART WITHOUT THE WRIIIEN PERMISSION OF LAWRENCE E. BENNE T'T• P E 3.17 r,4I IN SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24. O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACKED TO FRONT POST W/ 10 x 1-1/2' S.M.S. MAX. 6" - --- FROM EACH END OF POST AND 24. O.C. 1 MIN. ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. rHROUGH SPLINE GROOVES IDE WALL HEADER ATTACHED TO 1" x 2" OPEN 1ACK W/ MIN. (2) #10 x 1-112" M.S. IDE WALL GIRT ATTACHED T x 2" OPEN BACK W/ MIN. (3) 110 x 1-1/2" S.M.S. IN SCREW OSSES I FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" ONCRETE / MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONCRETE 0TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL IANT P.O. BOX 21436E. SOUTH DAYTONA. FL 32121 TELEPIIONE (366) I614I14 FAX (386) I6/•6556 PAGE COPYRIGHT 2003 3-1 6 .1101 TO BE REPRODUCED IN WIIOI E OR IN PAlil WI IIIOU I THE WRII-TEN PERMISSION OF LAWRENCE E. BE NNE IT, PE 41 v u 1 in I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind must at 110 MPli velocity: using desion load of 11 p/SF Sections Tributary Load Width W' = Pullin Spacing j 0"' ]' G" 4'-0" 1 4'-G- 1 5'-0" 1 5'-6" 1 6 0_ 6'-6" 1 7--0" 1 I -fi l Allowable height 'H' I bending 'b' or deflection 'd' 2" x 2" x 0.044" hollow 9'-5' b 8%9' b 8'-2" b 7'-B' b 7'-4' b 6%11' b 6'-8' b 6'-5' b 6'-2' b F5' +' 2" x 2" x 0.055" Hollow 10'-3' b 9'- 6' h 8'-11" b 8'-5' b 7'-11' b 7'-7' b 7'-3' b 6'-11' b 6'-9- t) 6*4i' t 3" x 2" x 0.045" Hollow 11'-3' b 10'-5' t) 9'-9' b 9'-3' b 8'•9' b 8'-4' b 7%11' b T-8' t) 7..5. t) 7'. 3- x 2" x 0.070" Hollow 12%9' d 12'-2' d 11'-7' d 10'-11' b 10'-5' b 9'-11' b 9'-6- b 9'-2- b 8'-10- b 8'-F* 2" x 3" x 0.045" Hollow 12'-9' 1) 11'-9' 1) 11'-0" b 10'-5' b 9%10' t) 9'•5' b 8'-11' b 8'-8' b 8' 2" x 4" x 0.050" Hollow 16'-3' b 15%1' I) 14%1' 1) 13'-3' b 12'-7' b 12'-0' b 11'-6' b 11'-0' h 10'-8' !)1 tit' 2" x 5" x 0.050- S.M.B. 23'-7' b 2 V-10' b 20'-5' b 19'-3' b 18'-3' b 17'-5' b 16'-8' b 16'-0' b 15'•5' ol 1:'• : ' 1 2" x 6" x 0.050" S.M.B. 26'-1' b 2.4'-2' b 22'-7' b 21'-3' b 20'-2" b 19'-3' b 18'-5' b 17'-9' b 17'.,- I)i 16 •(' n 2- x 2" x 0.044" Snap 11'-3' b 10'•5" b 9'-9' b 9'-2' b 8'-6' b 8'-3' b 7'• 11' b 7'-7' h 7' 4' 11 2" x 3" x 0.045" Snap 1 14'-4' b 13'-4' b 12'-5' b I V 9' b 11'•2' b 10'-7' b 10'-2' 1) 9'-9' b 9'-5' 2" x 4" x 0.045" Snap 17'.7- 11 16'-3' b 15'-3' b 14'-4' b 13'-7- b 12'.11- bi 12'-5' 1) 1 V-11' tit 11'-6' i) rut o secono wino gust at 1[u MI-11 velocity; using design load of 13 9151' Sections Tributary Load Width W' = Purlin Spacing I 0"' 3' 6" 4'-0" 1 4'-6" 5 -0.. 5--6" 1 6' 0' 6' 6" 7--0- , 7 - Allowable Height 'W / bending 'b' or deflection 'd' 2" x 2" x 0 044" Hollow 8'-8' b 6'-0' h 7'-G' b 7'-1' h 6'•8' b 6'-5' b 6*-1* b 5'• 1 1' b 21'd W.. x 0.055" Hollow 9'-5' b 8'-9' b 8'-2' b 7'-9' b 7'-4' b 1' 6'-1b 6'-B' -b 6'-5' b 6'-2' h 5%1 1) 3" x 2" x 0.045" Hollow 10'-5' h 9'-7' b 8'-11' b 8'-6' b 8'-0' b 7'-8' b 7'-4' b 7'-1' b 6'-1Q- a o'-- t. 3" x 2" x 0.070" Hollow 12'-1' d 11'•5' 6 10'-8' b 10'-1' b 9'-7' b 9'-2' b 8'-9' b 8'•5' b 8'-1' 2" xPx0.045" Hollow 12'-10' b IV-11' b 11'-2' b 10'-6' b 9'-1V b 9'-6' b 9'-1' b 8'-9' b 8'-5' b 8'•2 b 2' x 4" x 0.050" hollow 14'-11' b 13'-10' b 12'-11' b 12'-2' b 11.4- b I V-0' b 10'-7' b 1 10'-2' b 9%9' t) 9'z ' 1, 2" x 5" x 0.050" S.M.B. 2V-8' 11 20'-1' 1) 18'-9' 1) 17'-9" b 16'-10' b 16'-0' b 15'-4' b 14%9' 1) 14'.2' :l it 2" x 6" x 0.050" S.M.B. 23'-11' b 22'-2' b 20'•9' b 19'-7' b 18'-7' 1) 17'-9' b 16'-11' b 16%3' t1 15' 8' 1,1 IS .' 2" It 2" x 0.044" Snap 10'-4' b 9' 7' h 8'•11' b 8'-5' b 7'-11" b 7'•7' b 1 7'-4- b 7'-0- b 6.9' it 2" x 3" x 0.045" Snap 1T.3' t) 12'.3' 11 1 V-5' 1) 10'-9' b 10'-3' 1) 9'-9" b 9'-4' 1) 8'-11' b 8' 8" I rl'••: 2" x 4" x 0 045" Snap 16'-2' b 1 14%11' () 14'-0- b 13--2- b 12--6- b 11--11' b l l'-5- b 10'-11' t, 1(:' 7' t' 0 For 3 second wind qust at 130 MPH velocity: usino desion load of 1S f1/SF Soctiolrs 0"' 6 ! Tributary Load Width W' = Purlin Spacing 1' 6" 5'-0" 1 5'-6" 1 6'-0" 1 6--6- N'- 1' 1) G' h Allowable I' b Height 6'. 7' b if I 6'- 3' b bending ' b' 5'- 11' b or deflection 5'- 8- b d' 5'- 6- b S'-1- 2" x 2" x 0.044" Hollow 2" x 2" x 0.055" hollow 8'.10- 1) 8'.2- h 7' -7- 1) 1'-2- b 6'-10- b 6'.6- b 6'.3- b 5'.11- h 5 '-9' o S' 3" x 2" x 0.045" hollow 9'-H' h 11' b r,'- 1 H'• 4' b 7'.11' b 7'-G' b 7'-2' b 6'.10- b 6'.7--- 3" x 2" x 0.070" Hollow 11'-6' b 10'-8- b 9'-11' b 9'-5' b 8'-11- b 8'-6' b 8'-2' if 7'-10' h 7' 6' t' 2" It 3" x 0.045" Hollow 11'•11' b 11'-1' h 10'-4- b 9'.9' b 9'. 3' b 8'.10' b 8'.5' b 8'•2' !: 7' 10' o 2" x 4" x 0.050" hollow 13% 11" 1) 12'- 11' t) 12'-1' b 1 F-4' b 10%9' b 10'-3' b 9'-10' b 9'-5' 11 9'• l' t' R' - 2- x 5" x 0.050" S M.B. 20'-2' 1) 1H'-H' 1) 17'-6' b 16'-6' b 15'.8' b 14'.11' b 14'-3' b 13'-9" if 13'-3' I 2" x 6" x 0.050" S.M B 22'-4' b 2.0'-8' 1) 19'-4' b 18%3' b 17'-3' b 16'-6' b 15'.9' b 15'•2' t) 14'•7' h 1.1 2" x 2" x 0.044" Snap _ 9'-7' 1) 13'-11' b 8'-4' b 7'-10' b 7'-5' b 7'-1' b 6'-9' b 6'-6- b 6'.3- 1,-- 2" x 3" x 0.045" Snap 12'-4' h 11'.5' h 10'.8- b 10'-l' b 9'-6' b 9'-1' b 8'-8' b 6'-4' b 8'- - 11 7 b 2" x 4" x 0.045" Snap 15'• 1' h 13'- 1 1' h IT-0- h 12'-4' b 11'-8' b I V-1' b 10'-8' b 10'-3' b 9'-10' 11 1'., t Notes: 1 Above spans do not n)chide length 01 knae h(ace Add hantonlal distance Iron) upnyhl to cenlet ;)1 lug(-t: if,, tw.,, connection to the above spans I(r lolal huanl spans 2 Spans may be lnlcipolale(l. Lawrence E. Bennett, P.E ! ClVil UJOIN1. 0? I)I 1/I.1 l)1'A(I NI I., Ir:Atll 14% PO IIUX 214,,Ud. bUl)11i ()AYIUI.-. It I ll 1. PIWf I: 08b) lb 4'; I i I A- (386) /fit 6!1S1 1 L) l; O1'Y I<1(:111 /Ill 1'1 401 10 tit 141 14(011101.1 If IN WO )i I oil If) rnit I v.111,I)111 1111- Willi 1131 PLHMISSiON UI I AW1(I'r)CI I n1 NNI I 3-39 4 IYZ lift 8 IxZ Zv'Z z f h h 2x'L ZXZ t o?3-/- 30- T6.) adC)v- 03 1a PER DOC'S ORDERS PERMIT & DOCUMENT RECORDING SERVICES P. O. BOX 161351 ALTAMONTE SPRINGS, FL 32716 POWER OF ATTORNEY l ^ bD ' I HEREBY NAME AND APPOINT ! vM.t'TO BE MY LAWFUL ATTORNEY IN FA& FOR Mt AND APPLY TO ClTt/ OF 5,qNFo6eD FOR A Building PERMIT FOR WORK TO BE PERFORMED AT A LOCATION DESCRIBED AS: LEGAL DESCRIPTION or 3 E JE nJ SR tco2Z)E D l N mirl r& 0 0663, fr63 A(I - Ki 9 Pueuc cvCas of ADDRESS a06 V'Ed r PROPERTY OWNER M0k/\ 150nJ /- QME,55/ 56trrq HAU. Lf)d6'd.00 M A r'r(_,'9 nliJ, r . 3 2,751- -717)- AND TO SIGN IN MY BEHALF AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. THOMAS W. WILLIS 052144 SIGNATURE .: a W THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2004, BY THOMAS W. WILLIS WHO IS PERSONALLY KNOWN TO ME/WHO PRODUCED AS IDENTIFICATION AND DIK(NOT) TAKE AN OATH. n NOTARY SIGNATURE: PRINT NAME: Theresa D. McGill YP,, Theresa D. McGill ors' Commission * DD2WN7 STATE OF FLORIDA COUNTY OF ORANGE; ' 21. rO_ A: ld:Bonded Tbru G BOLC_'1g Co, L.:. nn MY COMMISSION EXPIRES: FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1971 BROOKWOOD II Builder: MORRISON HOMES Address: Permitting Office: S City, State: Permit Number: v Owner: fd 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: 42.0 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 (ft') 1971 ft' c. N/A 7. Glass area & type a. Clear - single pane 332.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A S. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 1533.9 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior ftR=11.0, 62.0 ' N/A c. Frame, Wood, Adjacent R=11.0, 177.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2007.8 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as -built points: 26584 PASSTotalbasepoints: 27506 I hereby certify that the plans and specifications covered by this calculation are in com 'ance with the Florida Energy Code. - PREPARED BY: _ DATE: _ 31 hereby certify that this building, as igned, is in compliance with the Florida E rg de. OWNER/AGENT: -yam DATE: (ledIL_3 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. y o4 xE sr,rFo lllll ` , 1 pr„rLcoow8, 0 BUILDING OFFICIAL: DATE: --- _ - - EnergyGauge® (Version: FLRCSB v3.2) NX .. 4 4 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.1 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 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 (ft') 1971 ft' c. N/A 7. Glass area & type a. Clear - single pane 332.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 228.5(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.2, 1533.9 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 62.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 177.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2007.8 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b.'•N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I cerfify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: WE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarrmdesignation), your home may qualify for energy eff ciency mortgage (EEA4) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1971.0 25.78 9146.2 Single, Clear NE 1.0 7.0 39.0 43.65 0.99 1677.4 Single, Clear SE 1.0 7.5 39.0 56.64 0.99 2191.9 Single, Clear NW 1.0 7.5 39.0 37.74 0.99 1458.1 Single, Clear SW 9.0 9.5 64.0 52.82 0.53 1776.5 Single, Clear SW 1.0 6.5 32.0 52.82 0.98 1650.7 Single, Clear NW 23.0 9.5 48.0 37.74 0.54 985.4 Single, Clear SE 1.0 6.5 23.0 56.64 0.98 1273.9 Single, Clear SE 1.0 6.5 16.0 56.64 0.98 886.2 Single, Clear SE 1.0 6.5 16.0 56.64 0.98 886.2 Single, Clear NE 9.5 14.5 16.0 43.65 0.69 479.1 As -Built Total: 332.0 13265.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 177.0 0.70 123.9 Concrete, Int Insul, Exterior 4.2 1533.9 1.16 1779.3 Exterior 1595.9 1.90 3032.2 Frame, Wood, Exterior 11.0 62.0 1.90 117.8 Frame, Wood, Adjacent 11.0 177.0 0.70 123.9 Base Total: 1772.9 3156.1 As -Built Total: 1772.9 2021.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1971.0 2.13 4198.2 Under Attic 30.0 2007.8 2.13 X 1.00 4276.6 Base Total: 1971.0 4198.2 As -Built Total: 2007.8 4276.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 228.5(p) -31.8 7266.3 Slab -On -Grade Edge Insulation 0.0 228.5(p -31.90-7289.1 Raised 0.0 0.00 0.0 Base Total:-7266.3 As-Bullt Total: 228.5-7289.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 1971.0 14.31 28205.0 1971.0 14.31 28205.0 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 Summer Base Points: Summer As -Built Points: 40603.E Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 40603.6 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13702.1 37564.1 0.4266 16024.8 1 40603.6 1.00 1.250 0.284 0.950 13702.1 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSS v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1971.0 5.86 2079.0 Single, Clear NE 1.0 7.0 39.0 12.00 1.00 468.1 Single, Clear SE 1.0 7.5 39.0 8.34 1.01 329.3 Single, Clear NW 1.0 7.5 39.0 12.23 1.00 476.2 Single, Clear SW 9.0 9.5 64.0 9.22 1.31 774.3 Single, Clear SW 1.0 6.5 32.0 9.22 1.01 297.2 Single, Clear NW 23.0 9.5 48.0 12.23 0.99 580.5 Single, Clear SE 1.0 6.5 23.0 8.34 1.02 195.1 Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7 Single, Clear SE 1.0 6.5 16.0 8.34 1.02 135.7 Single, Clear NE 9.5 14.5 16.0 12.00 1.00 192.2 As -Built Total: 332.0 3584.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 177.0 1.80 318.6 Concrete, Int Insul, Exterior 4.2 1533.9 3.26 5000.5 Exterior 1595.9 2.00 3191.8 Frame, Wood, Exterior 11.0 62.0 2.00 124.0 Frame, Wood, Adjacent 11.0 177.0 1.80 318.6 Base Total: 1772.9 3510.4 As -Built Total: 1772.9 5443.1 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1971.0 0.64 1261.4 Under Attic 30.0 2007.8 0.64 X 1.00 1285.0 Base Total: 1971.0 1261.4 As -Built Total: 2007.8 1285.0 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 228.5(p) -1.9 434.1 Slab -On -Grade Edge Insulation 0.0 228.5(p 2.50 571.3 Raised 0.0 0.00 0.0 Base Total: 434.1 As -Built Total: 228.5 571.3 INFILTRATION Area X BWPM Points Area X WPM Points 1971.0 -0.28 551.9 1971.0 -0.28 551.9 EnergyGaugeG DCA Form 60OA-2001 EnergyGaugeG/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6038.8 Winter As -Built Points: 10505.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10505.7 1.000 1.078 x 1.160 x 1.00) 0.402 0.950 5011.2 6038.8 0.6274 3788.8 1 10505.7 1.00 1.250 0.402 0.950 5011.2 EnergyGaugeT" 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 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16025 3789 7692 27506 1 13702 5011 7871 26584 PASS THE SovTg1 6 EnergyGaugeT° DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1:ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding 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. RA-22 ATI-IFR PRFSCRIPTIVF MFA-Rt1RFS /mutt hp mat nr pYcaarlart by all rasirlpnr_as 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: MORRISON HOMES Notes: THE BROOKWOOD 2/OPT DEN Design Information Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db Inside db Design TD 70 OF OF 32 OF Heating Summary Building heat loss 39984 Ventilation air 0 Btuh cfm Ventilation air loss 0 Btuh Design heat load 39984 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1971 1971 Volume (ft') 18919 18919 Air changes/hour 0.8 0.4 Equiv. AVF (cfm) 253 126 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat Outside db 93 OF Inside db 75 OF Design TqD 18 OF Relative Rumidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 27469 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg; data n Rate/swing multiplier 0.98 Total sens. equip. load 27890 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3727 Btuh Total latent equip. load 6351 Btuh Total equipment load 34241 Btuh Cooling Equipment Summary Make TRANE Trade 6.9 HSPF Efficiency 10.3 EER Sensible cooling 24850 Btuh 0 Btuh @ 470F Latent cooling 10650 Btuh 0 OF Total cooling 35500 Btuh 1200 cfm Actual cooling fan 1200 cfm 0.030 cfm/Btuh Cooling air flow factor 0.044 cfm/Btuh Load sensible heat ratio 82 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential'"" 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCK E:1FIIeslrnonison%BROOKWOOD 2-den11971.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House I DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.8 ach x 18919 ft3 2. Winter infiltration load 1.1 x253 cfm x 32 3. Winter infiltration HTM 8897 Btuh / 346 ftZ x 0.0167 = OF Winter TD = Total window = and door area Procedure B - Summer Infiltration HTM Calculation 253 cfm 8897 Btuh 25.7 Btuh/ftZ 1. Summer infiltration AVF 0.4 ach x 18919 ft3 x 0.0167 = 126 cfm 2. Summer infiltration load 1.1 x126 cfm x 18 OF Summer TD = 2502 Btuh 3. Summer infiltration HTM 2502 Btuh / 346 ftZ Total window = 7.2 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist.diff. x 126 cfm = 3727 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 27469 Btuh Sum of ventilation and structure loads = 28459 Btuh Rating and temperature swing multiplier x 0.98 Equipment,sizing load - sensible = 27890 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3727 Btuh Equipment sizing load - latent = 6351 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrighi,tsoft Right -Suite Residential*" 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCK E:1Filestrnorrlson13R00KW00D 2-den\1971.rsr Page 1 RIGHT-J WORKSHEET Entire House Job:1971 11113101DELAIRHEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room Entire House DINING/FOY LNDRY 6.0 ft BED 3 25.0 ft 2 Length of exposed wall 219.0 ft 34.0 ft 20.0 x 14.0 ft 7.0 x 7.0 ft 14.0 x 12.0 ft 3 Room dimensions 4 Ceiings Condit. Option 9.6 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Htg Clg Area ft') Load (Btuh) Htg Clg EXPOSURE NO. Htg I Clg 1 ft2) Htg I Clg ft2) Htg CIg ft2) I 5 Gross a 14 4.6 2.1 1812 220 120 0 56 110 140 Exposed b 13 3.2 1.2 316 0 p walls and c 12 2.9 1.9 0 0 t,,, partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 f 0.0 0.0 0 6 Windows and a 1C 37.0 243 8974 57 2099 0 0 0 0 16 0 591 0 glass doors b 8C 37.0 64 2365 0 0 0 0 0 0 0' Heating c 9C 38.7 0 0 0 0 0 0 0 0 0 0 d 1C 37.0 0 f 0.0 0 0.". 0 0 0 0 0 0 7 Windows and North 29.4 19 553 19 553 0 0 0 0 0;; 0 0 0 glass doors NE/NW 39.4 195 7683 38 1497 0 0 Cooling ENV SE/SW 0.0 47.4 0 93 0 4408 0 0 0 0 0 16 758 0 South 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0'»` 8 Other doors a 10 14.7 9.9 39 574 388 20 294 199 19 280 0 189 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 9 Net a 14B 4.6 2.1 1486 6846 3059 143 660 295 140 0 37 0 117 0 43 94 140 433 441 194 164 exposed b 13C 3.2 1.2 297 936 347 120 378 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 1971 2081 2732 280 296 388 49 52 68 0 168 0 177 0 233 0 b 0.0 0.0 0 0 0 0 0 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 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ff 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 219 5676 0 34 881 0 6 156 0 0 25 0 648 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter is displ. c d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 12 Infiltration a 1 25.7 7.2 3461 8897 2502 77 1976 556 191 489 137 16 412 116 13 Subtotal loss=6+8.,+11+12 36349 6584 1092 2703 Less external heating 0 0 0 0 0 14 Less transfer Duct loss 10° 0 36350 10° 0 658 109 10° 270 2973 15 Total loss = 13+14 39984 7243 1202 16 Int. gains: People @ 300 5 1500 1 300 0 0 1 0 0 0 0 0 17 Appl. @ 1200 Subtot RSH gain=7+8..+12+16 2 1800 24972 0 3928 0371037 14640 Less external cooling 0 0 0 0 0 0 18 Less transfer Duct gain 10° 0 2497 10° 393 10° 104 100 146 19 Total RSH gain=(17+18)'PLF 1.00 27469 1.00 4321 1.00 1141 1.00 891 1611 70 20 Air required (cfm) 1200 1200 217 189 361 50 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. c N~W-g0Htsoi-t Right-Sulte ResidentialT1 5.0.58 RSR26014 2001-Nov-13 12.04:34 ACCA EAFi1esVnorrison\BR00KWOOD 2-denN971.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING ,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room BED 2/BATH MSTR BATH MSTR BED GREAT RM Length of exposed wall 12.0 ft 13.0 ft 40.0 ft 36.0 ftj4CeilngsRoomdimensions12.0 x 14.0 ft 13.0 x 18.0 ft 18.0 x 14.0 ft 22.0 x 14.0 ft Condit. Option 9.4 ft heat/cool 9.4 ft i heat/cool 9.4 ft heat/cool 10.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg I CIg ft') Htg Clg ft') Htg I CIg ft.) Htg Clg 5 Gross , a 146 4.6 2.1 113 122 3766 3600 Exposed b 13C 3.2 1.2 0 0 0wallsandc122.9 1.9 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0f0.0 0.0 0 6 Windows and a 1C 37.0 16 591 23 850 55 0 2033 0 0 64 0 2365glassdoorsb8C37.0 0 0 0 0 0 0' Heating c 9C 38.7 0 0 0 0 0 0 0 0d1C37.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 10.0 1•' 0 0 0 0 0 0 01 0 7 Windows and North 29.4 0 0 0 0 0 0 0 0 glass doors NE/NW 39.4 0 0 0 0 55 2167 0 64 0 2522 0 Cooling ENV 0.0 0 0 0 0 0 SE/SW 47.4 16 758 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0'"` 0 0'"` 0 0 0 0 0 8 Other doors a 10C 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 01 0 0 0 0 9 Net a 148 4.6 2.1 97 446 199 99 457 204 321 1479 661 296 1364 610 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 168 177 233 234 247 324 252 266 349 308 325 427 b 0.0 0.0 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 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 fj 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 12 311 0 13 337 0 40 1037 0 36 933 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 25.7 7.2 16 412 116 23 5921 166 551 1415 3981 64 16471 463 13 Subtotal loss=6+8..+11+12 1938 2483 6230 6634 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100 194 100 248 100 623 100 663 15 Total loss = 13+14 2131 2731 6853 7298 16 Int. gains: People @ 300 0 0 0 0 1 w: 300 3 4921 900 0Appl. @ 1200 0" 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1306 1785 3875 Less external cooling 0""""0 0""•"'0Lesstransfer0"""••0••"•'•'0"•`""018Ductgain10° 131 10°"'•179 10° 388 10° 49219TotalRSHgain=(17+18)•PLF 1.00 1437 1.00 1964 1.00 4263 1.00 41320Airrequired (cfm) 6463""•••8286 206 186 219236 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrac=jHtsoFt Right -Suite ResidentialT' 5.0.58 RSR26014 2001-Nov-13 12:04,34 ACCP. E:tFlleslmorrison\BROOKWOOD 2-den\1971.rsr Page 2 RIGHT-J WORKSHEET Entire House r DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. Name of room Length of exposed wall BRKFST 10.0 ft KIT 12.0 ft DEN 31.0 ft14CeilngsRoomdimensions10.0 x 20.0 ft 12.0 x 12.0 ft 14.0 x 12.0 ft Condit. Option 10.0 ft heat/cool 10.0 ft heat/cool 9.4 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg I (ft2) Htg Clg ft') Htg Clg ft') Htg I Clg Htg Clg 5 Gross a 14E 4.6 2.1 100 120 291 Exposed b 13C 32 1.2 0 0 0 walls and c 12 1. 0 0 0 partitions d 0.0 0.0 0 00 H 0 e 0.0 0.0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 38 1404 0 0 38 1404 glass doors b 8C 37.0 0 0 0 0 N 0 Heating c 9C 38.7 0 0 0 0 0 0' d 1 C 37.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and North 29.4 0 0 0 0 0 0 glass doors NE/NW 39.4 38 1497 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 38 1801 South 0.0 0 0 0 0 0 0 Horz 1 0.0 0 0 0 0 0 0 8 Other doors a 101 14.7 9.9 0 0 0 0 0 0 0 0 0 b 0.0 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 9 Net a 148 4.6 2.1 62 286 128 120 553 247 253 1168 522 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 walls and c 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16C 1.1 1.4 200 211 277 144 152 200 168 177 233 b 0.0 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 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 10 259 0 12 311 0 31 804 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 Perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 010 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 125.7 1 7.2 381 978 275 0 0 0 38 978 275 13 Subtotal loss=6+8..+11+12 3138 1016 4531 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 100 314 100 102 100 453 15 Total loss = 13+14 3452 1118 4984 16 Int. gains: People @ 300 0 0 0 0 0 0 Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8..+12+16 2177 1647 2831 Less external cooling 0 0 0 Less transfer 0 0 0 18 Duct gain 100 218 100 165 100 283 19 Total RSH gain=(17+18)•PLF 1.00 2395 1.00 1811 1.00 3114 201 Air required (cfm) 1041 105 341 79 1 1501 136 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g F 7tsOTC Right -Suite Residential" 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCA E:\Files\morrisonSROOKWOOD 2-den\1971.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13/01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R DINING/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 6.8 76.4 6.8 6.8 a n sw a c n 0 n 1 1 90 1.0 10.0 1.0 3.0 76.4 12.0 12.0 LNDRY BED 3 a n se a c n 0 d 1 1 90 1.0. 1.0 1.0 5.0 47.4 16.0 0.0 BED 2/BATH a n se a c* n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 0.0 MSTR BATH a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 0.0 MSTR BED a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n nw a c n 0 d 1 1 90 1.0 23.0 1.0 5.0 39.4 23.0 0.0 GREAT RM b n ne a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 64.0 0.0 BRKFST a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 38.0 0.0 KIT DEN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 38.0 0.0 wrigf-itsoft Right -Suite ResidentialTM 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCA E:\FilesVnomson\BROOKWOOD2-denll971.rsr Page 1 23sh 25sh bath W roof ca n-aoht I n«Iai n e••ro• I Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6 Insulation value. C/) ON W py O ~ is z o cn Ld 0 Y o Q Q-'O LOO oci O oM Rating z m W " •• > of z o af-m a z ui 3 O J O O Q M 9 1. TESTED IN ACOOiaMtE wlM STANDARDSTANDABUI LOINC CODE` CHAPTER 17. TO A POSITIVE AID NEST IVE 37.5 PSF. 2. OA_9H m.%8Up RONRESENT VAPICtS SECTION HE 1041 S. 3. FOIF SECTION 7• HIGH DOOR SHOW. ' HICH OOORS HAVE FIVE SECTIONS 4. SECTION NEIGT OF 20.812. 19.00 4 16.75 ARE AVAILABLE AID WAY DE USED IN COM61NAfION TO ACHIEVE VARI OILS HE I041 ODORS. 5. DAMS%EN1 PAITDIM OF 14.50 X 20.375 SHOW ALTERNATE PATIETib OF 12 50 x 43.375 AND 12 50 x 20.375 MAY BE LSED. 6. TORSION SRtINLS 943IIN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRAOCEI. REF PM 405954-0002. ON 6' HIGH DOORS CNI T. 6. WINODI AAT BE 7WAL LED IN THE FOP SECTION ON THE SECTION IMMEDIATELY BELOW THE TOP SECTION. 2• X 6• WOOD JAA6 2' x 4• WOOD NAA6 OR E0.JIVALENTV5' 1/4' CK B 405954- 0001 TRAOLTS/ 16X13/4• REF LAC SCREW DETAIL ' E' SCALE: 1/6 vn THE S1RJT PLACEAFNf ON CCIORS C6gS?FLCTED WITH S OR MaHE SECTIONS M45T BE .mo COSISTDHI WITH THE DOOR 90•H, tHE STRUTS FOR THE ADDIYIONAL UHT 'TER FINE R(Y SECTIONSARETO13EPLACEAS9-Cm OV tHE IHIiD SECTION r TO. THE STRIT PLACDCNI DIMENSION ON All SECTIONS LESS THAN 20.512• REDLCED BY THE DIFFERENCE BETWEEN THE ACtIMI SECTION HEIGHT It 20.812'. eO ItSCREWP/H 605f11-0001 IS A 114- DIA X 5/3' LO.YY' TYPE AB HEX HEAD MEtAL SCREW 12. P(SI TO BE INSIALLED ONLY MEN HIGH •INO YIAANIN'CS ISS". 13 S114JT PLACDAD41S CAN VARY 1 3'. t4. CL1wIITY FOR LOONS CAN BE 0, t, OR 2 _ TRACK DID HINGE h' AIa 2. 0(9] J 000 VIEW • D-6- 1/e M 2• TRACK 049 THK (VERTICAL) TGA FIXTLRE 4 I OPTIONAL WINDOW DETAIL SCALE: 3/32 X 6 2SECTION 'C- C' WOOD JAA6 2• x 4. WOODALEN JAH.6 'D' SOLE: 1/2 LATE 400650-0004 OR EOJIVALENT 94AFTF6-0 TOP ONLY IZONIALTRACKf CQNTEF63ALMICE 12 R I 7IZONT SPLICE IN HORIZONTAL TIS AT407605-0004 'O' .Ca TOP OF R/ IDII.15 TIP 2 PlCS 40492e-0003 D• TYP 2 PLCS 405964-0002 107605- 0003 TYP 2 PlCS NE IGR J10' 4P62 PLCSa1 1 0003 18. 5c 405964- Oy02 a 400650-0001 HS-I TYP 3 PLACES tE[NINO H[ IIHI _ ._.. __. __. . --. _-. -_'- -- _'_--' -'- 407605-0002 YRNa n• .._TTP" 2-PLCS'- 046450-0003 40482eP0003 Typ ROLLER DETAIL ' F' SCALE: 114 116' If IOEI SEE NOTE 4 0ENTER STILE - P/ N 40e660- 0004.5.6 13 PLCS) SPRING ANCHOR 407803- OODI BRACKET/ 19 PLCSI5.00` 36. 00 E , •B' STMDJIRD TRACK DETAIL FOR 16• 405771-0001 P/H 40 4e2e-0003 SOLE: 1119" a 1• 16'-0• MAX. WIDTH - SCALE: t/16'• 1• SERIES 280 TFgU 289 ARE ECUIVALENT CQ',6TRL,C'TION 250A STEEL INTERIOR ELEVATION SERIES 780 ARE SAW CO)STR.CTIQN AS SERIES 280 GYVLY 24CA STEEL AND ETD CAPS DOOR TESTED WAS 2e1 SERIES. DOOR WIDTH CENTER STILE ENO STILE STFMS/SECT. TOILER ItICAL FMT) l1NP£n 16• 3 SINGLE TES FH6102• X 7116• 049• 100 nSID C. L •C• 409327- 0001 ® . w erw .ew HaYA.eA aA1waIY w an •.w, m 4 w wwn . www a: aaNwuw . ,. n a Yar>• A» n AYa P oaaaHa Hw a.Hmw •Yuw w ao w•, r r w oav w Ir w rvie+u[ . w.aw aloe . ow. wav w HXwO warw. 4Y•Ywa awl aaawtal. a.aH r A. 1 1 7/ 5' INK. SECTION "A -A" SCALE: 114 F. 061601-0000 4 ' DESIGN'LOAD A• 25 PSF ± z1.ee® (7•- 0• SAMI TEST LOAD 37. 5 PSF ; 6'-Ot MAX. HE I1M 21.57,4 4 1, VVOO 12. 14 C mod' 1C lam. 1405771- 0002 40462e-0003 Jun M N. 1" CLNI$ 1 01/1319e REST L-CR 16•-q' MAX I N/A WIDTHNIXWM, spFAo2/16/ 6e ... q 0- 409335 PAr w1cno 1 wv1Do2/1eJ6e ., a ... , . u 14avu lu M0:2:W { r . nm Warr+s HR w c PIflEv rPmmIN 0141 ] Il In 0 C KV 0575 1013 4 - 5118DICR r/ 4- s/1e X 1 3/4• 0 I 2 11/32' LAG SSW +.I 2 7119 .091 YIL F« .II 2.25 IIIIIF« LENGTH DOOR WIDTH - 1••I1 6. 04 .t06 THC. t/6-•}- I I o 0 0 2T1F' D1IoL. J. l...,, 7 23132 ]9'1 7/6 J O10 °`- 5/ 8 4 s/e• c. 1 s/e YIN r1 c l---/. 00'-1 .070 MIN-4- I I O O O 2 7/16•PM J00650-XXXI(, ROLLED HS-X STRUT PM 40932e-0001 PLATE.H%ST' P/N 401199-0001. TOP FIXTLRE PM 405771-)OCXX 807. FIXTtRE PART NJ.TR IN.TFK SIRIi lw-'3•--w7 I FOR 150/280/290/390 SERIES 400650-ODO1 .030 HS-t I ATTACH TO DOOR WITH I 400650- 0004 .020 H$-0 4 SCREWS PM 605911-0001 ATTACH TO DOOR WITH PM 061601-0000. SLICE LOC3L ASSY 3 SCREWS PM 605911-0001 57REF 2 9/32 T(- . 070 MIN L 000 •L• 1 314 r- 1 3/6•1 1 3/J•'----w{ STRJi 3 3/t6 2 9/32IN ooIooI I •H• 0 0 2 1n• O o o x S/e• O 1f_ O°O .070 MIN-w}.- I O 1 I ° 6.00 O O 7/ 16jl 000 108 MIN-4- .108 MIN•4- 3/ 16 0 PM 405964 ! 046450. BiA00=T, SCAB PM 405954-0002, 97A0 T. SCAB JOINT I / ILPM 407603-0001, CFNTQR HINCE O o ' O O STEEL DOORS PART. - 000R •L- ATTACH TO DOOR WITH P/N 407605-X)00f. ENO. HINGE 403964-0001 3-1/4 I4 SCREWS PM 6059 11 -0001 RESID. STEEL DOORS O464S0-0003 4• ran NA43m I x PM 409331-0001 PLATE, FLOOR a07605- OWI .0 SrW QR4iKET DETAILS W7M-= 3 1. to r-- 4l . Sa 2. 765 155 DIA 407605-0004 1.35 I I _ I p1 40740 - CM I.w 'r f , [ C SECT[ T-1(1 R7- k E /1, ! r F F a ., 4 ,f[ . a ATTACHTOODCiir11H180I y r=:p RANGE C0-G;. E C L Ui:a L'G4Il Wa 8I I 4 SCREWS PM 605911-0001 LIVI t 7 1"-3.00'1 DIA -'I I-.44 .44 W - P/ N 404828-0003 ROLLER ASSY, TR-1 PM 508069-0001 PIN TR-1 ROLLER LOAD: SO LETS. MAX. 1 I I 7• HIGH ooaRI, 777. 17P06i^1ASSY SHOWING FLOOR PLATE PM 409326-XXXX POST ASSY VERTICAL 1. 25 LATE 25 Im PM 405879-0001 LINL mp- -. 1e7 3. 25 h2.50.1 REF p I o I 0 4. DO o L 375 DIA 4 HOLES PM 408876-DD01 SLfVCtT rW WI •w O 44wW1 4frpp AA-26 4w 1111\O 4111. r owo wsas o rv ra 0ow. wap4ID1 mTrw. 4>. • ILL INCj--+ SECTION • G—G• STEEL STRUTS 11111• WIDE D0ma1 . w rwu4 A - . tw 180 1- 9• LAX. PJ i 1 ONE BY WOOD — BUOL BY OTHERS FRANC BETWEEN WINDOW RANGE k fA00 BUCK CONCN£TE OR MASONRY OPENING eY OTHERS EXTERIOR—\ \ FINISH BY OTHERS PERIMETER CAULK J BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXIElH10B WINDOWHEIGHT FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHERS SHIM AS REO'D SEE NOTES) BUCK WIDTH INSTALLATION ANCHOR 3/16• DIA. TAPCON SHOWN 1/4' SHIM FLANGE TYPE SPACE MAIL CAULK BETWEEN WINDOW FRAME WOOD BUCK k MASONRY OPENING JAMB BY OTHERS 1 1/4• MIN. EMBEDMENT 1/4• SHIM_ SPACEMAIL ONE BY WOOD BUCK BY OTHERS 1 1/4• MIN. 1/ EMBEDMENT SHIMSIaM AS REO'D SEE ROTES) CONCRETE OR MASONRY n OPENING BY OTHERS d INSTALLATION ANCHOR 3/16• DIA TAPCON SHOWN PERIMETER CAULK BY OTHERS GUNK BETWEEN WOOD BUCK k WINDOW WIDTH MAS'Y OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLAN FINISH wood BUCK BY OTHERS SECTION 2 WINDOW WTH. B C D E K 2 WINDOW HGT. F G H I V CAULK BETWEEN WINDOW FLANGE k PRECAST SILL WTH VULKEM PRECASR SILL 116 ADHESIVE CAULK OR BY OTHERS APPROVED EOUAL SECTION 1 CrNm 1) 0.0. AT HIGH INSTALLATION ANCHOR WITH LOAD BEARNG SHIM. MAX_ ALLOWABLE SHIM STACC TO BE 1/4% Z) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6053. 3) USE LATEX FAOLK BEHIND WINNIM FLANGE Al HEAD k .MYBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADNESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VUUDM IIS ADHESNE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIANCE 6) CLASS rACKINE55 MAY VARY PER THE RE13UUMUDM OF ASIM E1300 MASS CHARTS. SINGLE GLAZING 5 SHOWN. INSULATING GLASS IS ALSO OUAUFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG D SHOWN. THIS PRIM ALSO APPLIES TO THE 1540 INSULATING MASS SINGLE HUNG SERIFS. BUCKHEIGHT SILL STOOL BY OTHERS 11 ELEVATION VIEWED FROM EXTERIOR C E I'T&AL.L v, F LpIJEUMk iEatfl\ UFkCt ULLJ R 1SAJIMi Gtn/ ERAL A1. Urc/7L) UMAL Uin) uM 11! A QTmu Ti ST .F A --i COMPARATIVE ANALYST ON CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WmTH/HHOGO cXTERM INTMOR KEAD imms li tf 1n X 26 9f 09 B F,G 13 1f 1/{ X 3e On 7a 79 S FIG 14 19 ,n X w M 51 so a F.G 1444 10 1n X s4 wo 54 54 S F,G 14+ 5 If 1n X 55 f/f 52 52 a F,G is n X w u 45 a F,c 16 tf 11 77 40 40 FC 1112 1K32. 1n X ie In X 3a Sn 51 51 B SF,G 1H4 x6 1/i X 50 M 44 44 8 F,G t H444 Z{ In X 54 N 4x 4i B F,G I K445 x{ 1n X S3 HH 41 41 B FA IRS 26 1n X IL5 40 40 a F,C e 40 G 30 1n X 26 56 9 G 3= 30 in X 36 an M 44 B F,G 3OX4 30 1n X 50 11n 40 40 FI F.0 30X4+ 4 30 ,/7 X 54 fn 40 40 a F.G 3oX4+ 5 30 ,/2 X 55 AA 40 40 a FIG 3= 5 30 in X v 40 40 wB F,G rCHIu 37 X I e c u 37 X 3a Sn 40 40 a F,c x4 37 % 50 n 40 40 B F,G 24+ 4 37 X 54 Vf 40 40 a f,c 24+ 5 37 X 53 SA 40 40 a F,C 25 2637 X 93 7 X 72 40 40 40B F,G,HA 4ai{ X H B G 4a3a 4a X 36 in 40 40 B F.G 4a50 46 X 50 en 40 40 a F.G 46" 4a X 54 4f 4. 40 a F.C.KJ 494+ 5 48 X 55 Vf 40 40 a F,G,tu 4063 46 X u 40 40 B F.G Ha 3: 1/{ X 25 4s 45 a F. 33 53 'A X 3e a/{ 40G aoaF,c 34 53 1/5X 50 IN 40 40 a F,G.KJ 34+ 4 53 1/2 X 54 {n 40 40 B F.CJU 3445 53 1/1 X 55 SA 40 40 B FAW 35 ST to X u 40 40 B F.G.HU 3e 53 1 X 72 40 40 a F I mm 1) WHERE WATER RESISTANCE TEST REOIMEUENT OF 152 Oi DESIGN LOAD APPLIES. POSITIVE OCSIGK LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF A04EV[D IN 16T. x) INSTALAROH: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENINGUSE 3/16• CIA TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE 101E 1-1/4• EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHARY. 31 SEECILVATON FOI1 OF ID TAP170N LDCAl10HS INSTALL /6 SN a SUFFlCIEM IENGIH YO VIDE 3/4• MIN. Elm[DYETIT INTO W000 BUCK AT OTHER FACTQTY APPLIED INSTALLATION HOIFS 5) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE fEO*D. 1001 V. Gary' ltd.- CoTdi A n 75006 • FD. In e11W - 0:5m n 75M1 ouzo o 4r1a ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG WINDOW 710/ 26/01 DATEmItiY4sDNfTAB; 0 nwA® fr: PIItXLCT TEcmxVL= Co"- I59 IHi1]f ric UL PIT- SUITE 750 I4FAINIM.. 110IM11 37744 P-W 40N 605-OW = g 1) CAULK BE MASON WOOD \ BUCK tr SOTHEOPENINGByO1XCR5 ONE BL WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE r W000 BUCK iSiuttO-7 BT OTHERS / PERIMETER CAULK J BY OTHERS GLAZING MXDOWHEIGHT CKTERIOR I i PERIMETER CAULK 8, OTHERS i INSTALLATION ANCHOR 3/16- DI TAPCON C*,CR[ IC OR SORRY OPE NINC 8, OTHERS SHIM AS REO'D ( SCE NOTES) Q 1-1/A' uiN EMBEDMENT yMlu SP LANCE T DYPE WINDNN [ RAY[ HEADER BUCK HEIGHTFLANGE TYPE WINDOW FRAY[ SILL BUCK WIDTH S.. SPACE SHIM AS REO'D I-1, AN SEE NOTES) I"' EuBC0uCNT FLANGE TYPE I CAULK BETWEEN WINDOW FRAME 4 WOOD BUCK k nYB Q LLAS'Y OPENING Br OTHERS GLAZING INSTALLATION ANCHOR 3/ 16• DIA 7APCON 6 AIM. ONE 51 1ADD EXTERIOR / \ BUCK By OWNERS C• uLK BETWEEN PERW[ TER CAULK WINDOW FLANGE BY OWNERS LL000 BUCK WINDOW WIDTH CONCRETE OR MASONRY OPENING BY OTHERS SECTION 2 7TMCCO OTHERS B* OTHERSWINDOWWTH. A C d E 1 1 2 WINDOW H / HG7. 1 1 F G MARBLE SILL 5700L BY OTHERS PRE -CAST SILL CAULK BETWEEN WINDOW FLANGE 51 01NERS tr PRECAST SILL IN IULKEY 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR CENTRAL FLORIDA B. O. A• F. MANUFACTURER NAME: Ge.jrRAL ALJmIN911 FNERAI NOTES' MAMR FE # I) SHIM AS RCO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX ALLOWABLE SHIM STACK TO BE 1/A-. 2) MNDOw FRAME MATERIAL. ALUMINUM ALLOY 6065 3) lSC LATE, CAULK MBEHIND WINDOwFL EATHEEAD OR JAMBS SILL MUST EQUAL. BEATTACKED 10 A) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS 53 USELATEXCAULKFORPERIMETERSEALAROUND EXTERIOR OF ww DOw FLANGE. 6) GLASSTHICKNESSMAYVARYPERTHEREOUIREMENTSOFASTMC1300GLASSCHARTS. 7) WHEREWATERRESISTANCETESTREOIAREIMCNTor15% OF DESIGN LOAD APPLIES. POSI11A DE51GN LOADS WILLBEUwTCDTOAOOPSFDUE10WATERFESTPRESSUREO< 6.0 PST ACHIEVED IN TEST B) wSlALLAi,om FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- DMA. TAPCON ANCHORSOFSUFFICIENTLENGTHTOPROVIDEYIN1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS $ How' ON CHART 9) SEE ELEVATION FOR KEY 10 TAPCON LOCATIONS uw, EMBEDMENT INTO w000 BUCK 0) INSTALLFBSCREWSOFSUFFIOENTLENGTHTOPROVIDE3/A- AT ALLOTHERFACTORYAPPLIEDINSTALLATIONHOLESOFACTORY •PPLICD MC:ES ARE N01 PRE SE'•T. Z•- OCF5SCREWSSHOULDBEPLACEDATMAX6• FROM CORNERS r uAA. 1) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE ANCHOR QUANTIi' LISTED MIN NEXT LARGER SIZE. FOR THE APPItoPRIAIE DESIGN PRESSURE REO'D 2) GENERAL1A50SERIESPICTUREMNOOWISSHOWNTHISPRINTALSOAPPLIEST: THE 1550 SERIES DDT IT CrRLq RE •CamBAn, DI 7M,P.O. IAL 8;W022•DdFL. l Mal pAK piMTW1Or. INSTALLATION E.-TAIL SERIES 1450/ 1550 F•->NGE Pw tmP • ti•. f BB N/ A SHEATHING BY OTHERS B NSTALATION ANCHOR SCREW SHOWN (TYP ) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW — FRAME HEADER i RI R FIN TYPE WINDOW FRAME SILL PERIMETER CAULK By OTHERS e SCREW INSTµATIONANCHORSHOWN TYP.) EXTERIOR FINISH BY OTHERS SHEATHING J BY OTHERS r CAULK BETWEEN FIN 911Y AS REO'D IB INS=ION ANCHOR SCREW SHOWN (TYP.) G SHCAiwG 2 x WOODSEENOTES) BT OTHERS 1' YIN. FIN TYPE CuBEDu CNI WINDOW FRAME CAUIr 'f TWEEN JAMB $ HEX - dt FIN 2 x WOOD By 0•. .A BY OTHERS 1' YIN EMBEDMENT I SHIM AS RED. SEE NOTES) SHEATHINGBOTHERS WINDOW WIDTH EXTERIOR FINISH E%TER OR BY OTHERS PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT WINDOW WTH ANCHOR (IYP.) 0 0 01 0 0 SILL STOOL 0 1 0 i BY OTHERS 24' OC MAX. (TYP.) o O WINDOW T- EOUALLY SPACE ANCHORS (TYP.) HGT. O o O / O SHIP AS REO'D 0 _ SCE NOTES) o 0 0 0 0 6 MAX. (T'p.) 2 x W000 BY OTHERS j 6' MAX. (TYP ) CAULK BETWEEN WINDOW FIN ELEVATIONSHEATHING LMBLUMLNI SECTION t VIEWED FROM EXTERIOR SH. Gd 3 IdANUFACT R 23: C—NP—RAI ALUMINUM MASTER FELE ## 3 COMPARATIVE ANALYSIS h ANCHOR CHART WINDOW DESIGN PRESSURE NO OF /6 SCREWS N0. OF 0090 01A, NAILS SIRE (INCHES) CAPACITY IN PSF REO'D IN FRAME REO'O. IN FRAME WIDTH/HEGHT EXTERIOR INTERIOR HEAD SILL OE-. JAMB HEAD S&L O EA. JAMB 16 A 30 Tog tog 2 7 2 2 2 16 1 .D e3 e3 2 2 3 7 7 3 16 A 50 63 63 Z 2 3 2 2 3 60 2 ZO A ]0 66 e6 1 2 7 ZO 1 .o 73 73 2 2 3 2 2 20 1 50 59 5! 2 2 3 7 2 20 1 6D 48 2 7 7 7 2e . 2 7e X .0 52 52 2 2 3 2 2 2e A 5o A6 6 2 2 3 2 27 30 1 30 52 2 2 2 1 30 1 0 g 12g 2 2 2 7 3 30 A 50 3 3 2 2 3 2 2 2 2 2 7 3e 1 ]0 I I 7 3e 1 .0 0 AO 3 3 3 3 3e 150 o AO 3 3 3 3 3 3 3 3 5 0 X o 0 40 . .o AO 0 3 3 3 3 3 3 0 A 5o 0 AO 3 3 3 3 3 o 3 3 3 5 I) SHIN AS REO'D. ADJACENT 10 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 FIN AT HEAD. SILL h JAMBS USE LATER CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY WARY PER THE REOLRREMENTS OF AST Al E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUALIFIED. 6) -IRE WATER RESISTANCE TEST REOUIRE19NT OF 15Z OF DESIGN LOAD APPLIES. POSITIVE DES" LOADS WILL BE LIMITED TO 400 PSF DUE 70 WATER IEST PRESSURE OF 6,0 PSF ACwEAD IN TEST. 7) INSTALLATION. TIN (RA.IE WINDOW IN WOOD FRAME OPENING WITH TWO By WOOD STUDS. USING O090 IN. DIA NAILS OR Fe SCREWS OF SUFFICIENT LENGTH TO PROVIDE MN I' EMBEDMENT INTO SUBSTRATE e) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OJAN71TY LISTED ITN NEXT LARGER SIZE g) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG PRIES 1001 M. CNK67 Ild. • CA d1M 11 7300E • FD. 41 119072 • DOW T1 7591 0••F R[MP ASSEMBLY DRAWING SERIES 11.0/1940 TDL SINGLE HUNG WINDOW BQ --N/A n01 i . IK .•A•M• I/05/01 B GEN—OOt3 I' MIN SHEATHING EMI[DHEn7 2, OTHERS CAULK BE.1.0 IT. EXTERIOR r INISMITOTHERS BY.,.IRS RCAULK rim TYPE VINIRN IRAN[ MEADER GLAZING SCE -0TIS) EXTERIOR rIN TTPC rR. NE SII PERIHEIE By 07MER EXTERIOR r1NiSMIY OTHER CAULK 21 M SECTION 1 vIN00v vID7w 1/` M•. SHIM SPACE 2 . BT woo I BrOTHERSSHIN .S RC 2 x v000 I* OTHERS fIN HYPE WINDOW e INSTALLATION IRANI J.KR ANCMCR SCREW TRIM . S R[0'D GLAZING 1' MIN CKILEDHENT SEC KIiC S) T NAI, MIK S ALC 1CX 7ERIOR PERIMETER CAULK IT OTHERS 8 INSTALLATION EXTERIOR ANCHOR SCRCV r1NIS. CAULK BEYIN 1, OTHERS SECTION 2 SHEATHING IY OTHERS viN00v WIDTH --{ WINDOW HEIGHTVI KSHIM SPACE B INSTALLATION ANCHOR SCRCV 2 x WOOD I OTHERS C MPARATiVE ANALYSIS & ANCHOR CHART VINDUV DESIGN PRESSURE NO Or .8 SCREVS NO Or OOS9 DIA MAILS SIZE INCHES) CAPACITY IN PSr REOUIRCD IN rRAME RCOUIRED IN rRAKE VIDIH/ mCIrMT Ex7ERIORI INTERIOR HEAD L SILL a EA. JAMB HEAD L SILL CA JAM7 20 . 70 D 0 2 2 2 2 20X. 0 0 2 7 2 2 20 A 50 0 0 02 2 7 2 7 70 70 0 0 2 2 70 a0 0 40 2 7 2 7 70 A 50 a0 0 2 D 2 7 0. 60 2 2 0 x 0 o z a0 A 40 0 0 7 7 7 7 0 X So 0 0 7 7 7 X j 1 7 5 50 . 70 1 .0 1 40 3 2 50 A .0 0 a0 7 7 7 50 SO La0 a0 7 50 . 60 0 o 7 5 13 1 0 r7 . 6 CENTRAL FLORIDA B.O.A.F. MANUFACTURER NAME: NE/ 341— At r rM//xJurf MASTER FILE # ... -, ROILS• 1) WHERE WATER RESISTANCE TEST REOUIREKCNT Or 15% Or DESIGN LOAD APPLIES. POSIT VC DESIGN LOADS VILL BE LIMITED f0 .00 PSI DUE TO WATER TCS7 RC SSURE Q 60 PST ACHIEVED IN TEST 2) INSTALLATION rim rRAKE VINDOW IN VCOD rRAME OPENING VIlm TWO By WOOD STUDS USING .8 SCREWS Or SUrrICIENT LENGTH TO PROVIDE KIN. I' EMBEDMENT INTO SUBSTRATE OR Q099 IN DIA. MAILS. 7) Ir EXACT WINOOv SIZE IS N07 LISTED IN ANCHOR CHART. USE OUAMTITY LISTED V ITN NEXT LARGER S12C. SHIM AS REO'D ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD REARING SHIM EOUALLY SPACE MAX ALLOWABLE SHIM STACK 10 IE 1/4'. ANCHORS ( TYP) 5) VINCpV !RAKE MATERIAL, ALUMINUM ALLOY 6067 6) US LATE' CAULK (CHIN WINDOW rIM AT HEAD SILL L JAKIS. ZI USE LAIC. CAULK IOR PERIE TER SE K AROUND EXTERIOR Or VINDOW rLAMIC. 8) GLASS TMICKNESS MAN VARY PER REOUIREKENIS Or AS IN C1700 CLASS CHARTS SINGL[ GLAZING IS SHOWN, INSULAIIMG CLASS ALSO OUALIr IED. 9) GENERAL ALVIINUMS 1100 SERICS PICTURE VINDOv IS SHOWN THIS PR1N7 ALSO APPLIES 10 1900 SERIES PICTURE VINDOW. 6' MAX, (TIP) 0 0 0 1 6' MAX. (TYP) ELEVATION vIEvED FROM EXTERIOR CAULK BETWEEN- --- VOOD IULK L MASONRY OPENING 11 01-E RS CALLK BETWEEN WINDOW T-L•MGE L WOOD BUCK CONCRETE ON MASONRY OPENING By OTHERS EXTERIOR FINISH- 1, OTHERS PERIMETER CAULK Ir OTHERS FLANGE 7YPE - WINDOW FRAME MEADER WINDOW EXTERIOR EIGHT 04-11_VOOD --_ —MOTES. MUCK 31 OTHERS 1) SHW AS REDD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SMN MAX. ALLOWABLE SMW STACK TO BE 1/.- FFFINSTALLATION ANCHOR 7) WINDOW FRAME "TERLAL• ALUUINUU ALLOY 6063. 7/16' DI• TAP[ON 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SLL & JAMBS. 1 USE LATEX CAULK FOR PERIMETER SCµAROUND EXTERIOR OF WINDOW FLAKE. rSHIM AS REO'D tSEE NOIES, 5) GLASS THICKNESS — VARY PER THE REOUREIIENTS OF AS7u E1300 GUSS CHARTS. 6, DESIGN PRESSURE CAPACITY OF WINDOW L INSTALLA710M IS LIMITC] 7[ .01 PSF. 71 FOR INSTALLAIJO( Or FLANGE FRAME WINDOWS IN CONCRETE OR M•SWY DKNING USE I3/ 16' DIA TAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN 1.1/4' TEMBEONEMTINTOSUBSTRATEPLACEANCHORS6- MAK FRO. CORNERS L 2.• OC MAT. BE VEEN HIM B) BUILD DOWN AROUND CURVED PORT ION Or WINDOW FRANC TO IC ENGINEERED 31 OTHERS. EMBEDMENT BUILD DOWN MUST BE OF SUFFICIENT STRC.CTM 10 ADEQUATELY TR•.S%ER LOAD FROM WINDOW TO THE STRUCTURE 91 ELEVATIONS SHOW COMMON CONFIGURA710M 11 IS NOT INTENDED TO LI.11 USE ON THIS PRODUCT TO THESE TWO CONFIGURATIONS THIS SHEET APPLIES TO ALL COFGARATIONS SHIM SPACE THAT CAN IT MANUFACTURED FROM 7,E 1.50/1550 SERIES DESIGNER FINED WNDOW FRAMING SYSTEM. CENTRAL FLORDDA B.O.A_F. MANUFACTURER NAME: CcNel? L Al oyf/NyH MASTER FELE # QAZIIG ITIF. SCE 101ES, BUCK HEIG.T SH1. AS RED D USEE NO1CS1 FLANGE 1 OWT[ WINDFRANCSILLONC Ir 1-ODD If OTMEBLICKRSIBOTHERSCAULK G EXTERIOR fIN1SN G d BY OTHERSCAULKBEIVEEN VINDOV FLANGE L WOOD BUCK CONCRETE OR SONRY OPENINGBY01ME RS CALLK BETWEEN WOOD BUCK L MASONRY OPENING IT OTHERS SECTION 1 1/. TUX. SHIN SPACE a IN - J CMIE D- EN 7 INSTµLA710N ANCHOR 3/16DIA TAPCON Wi,DOW HEIGHT 2 I WINDOW WIDTH , ELEVATION VIEWt`D FROM EXTERIOR e J n 7 71 X r'. NE. WIN SHIM SPACE SHIM AS REO' D O..-.-- 1.,— MIN SEE NOTES, II CM3CDNEN7 FLANGE TYPE I CAULK BETWEEN WINDOW FRAME WOOD MJCK L J•MI OPENING 1, O n BY OTHERSr04AIU41,, INST µLOTTO. ArLNdit SCE IOIES) 0 ]/ 11' 1I1 1APCO1 ONE BT WOOD PCRIME iCR CAULK 1 BUCK BY DINERS BY OTMER$ J CAULK BETWEEN EXTERIOR FINISH ANGE WOOD FLANGE IaHERSWOODTUCKVIXDNVID,M —, CONCRETE OR H.S. OPENING SECTION OTHERS 2 IT WINDOW HEIGHT 1 2 I f-I WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR 100E V. C," RE. • C-dI.% IT 7M • F.D W 11107E • DAn. IS 75511 INSTRLLA710N DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW I, I ECM 1 3/20/02 1 B 1-GEN-0025 SHE A:HWC BY CTHER! c.UUL e+ E A TERIOR r BY OtnERS PER.[ TER CAULKBYOTHERS FIN TYPE rR•YE HE GLAtMAc (T...,_ SEE OTES FW TYPErRAuESILL PERIMETER CAULK J BY OTHERS p INSTALLATION AnCHOR S: REIN (IrP ) EAtER'OR FINISH BY OTHERS CAULK aEHwO FIN - SHEATHING BY OTHERS F L'UwN IT,ERS NS TALL. TION HOR SCREW (Tf» ) SHIM AS REO'D, SEE NOTES SM SPACE T wooWNEIGH 9Nw SPACE SHIM AS REOL SEE NOTES 1 YIM. 1 A i,,—.r EMBEDMENT BY OTHERS SECTION 1 ND;: 1) CCSIGN PRESSURE CAPACITY Or wNDOW • INSTALLATION IS 400 PSr. 7) INSTALLATION Or FIN FRAME w.DOW IN WOOD FRAME OPENING wTN Two BY wD00 STUDS. USING OC99 IN DA HulS PLACE 099 NULS 6' FROM CDRPIERS YA. i a' OC M.A BETWEEN 3) FOR INSTALLATION Or FIN FRAME w DO.A w w000 FRAME OPENING WIN Two a w00D STUCS. U-"C FB SCREWS OF SUFFICIENT LENGTH TO PROVIOE IRK I M CM9ENEMI INTO SUBSTRATE. PLSCE SCREWS 6' uAA FROM CORNERS 4 ]•' CC u A BETWEEN A) SHIM AS REO'D. Aa CE%l TO EACH INSTALLATION ANCNOR WTH LOAD BE.RWG SHIM YAA, ALLOWABLE SHIIA STACK TO BE 1/4" DO" FP—E IUTFRUL' ALUMRNN µl0Y 6063, 61 USE LATEF CAULK BEHIND WMODW FIN AT HEM, SILL • JAMBS F) USE LATEF CAULK FOR-RIMETER SEAT AROUND EATERIOR Or WINDOW r.GE. a) GLASS THICKNESS MAY vART PER THE REOUIRErEHTS OF ASTM E13M CLASS CHARTS 93 BUILD DOWN AROUND CURVED PORTION OF "DOW FRAME TO BE CNGFIEERED Br OTHERS BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELE`AnONS SHOW COMMON CONFIGuMT10NS IT b NOT INTENDED TO LIMIT USE Or THIS PRODUCT To THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONrICURATIONS THAF CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FPAuING SYSTEM. CENTRAL- FLORIDA B.O.A.F. MANUFACTURER NAME: MASTERFILE ## a i WINDOW WIDTH H O v / Dar o 1--op ELEVATION VIEWED FROM EXTERIOR I/A, Y•A / K SKIM vA Two BY FRAWNG S•S REO'Dnlu BY OinERS FIN TYPEFRAMEJAMB 1' YW EMBEDMENT r I SHEATWG J BY OTHERS GLAZING (TYP.) CAULK BEHIND AN SEE NOTES EA TERIOR FINISH By OTHERS FxTrRIOk 1a INSTALLATION ANCHOR SCREw (TYP.) DO- 01H PERIMETER CAULK BY OTHERS SECTION 2 WINDOW MOTH O O' WINDOW 1 HEIGHT 2 / 2Io 1 —wJ ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD 2UCK i YASENRT OPENING BT OTHERS ONE By WOOD BUCK BY OTHER CAULK BETWEEN WINDOW FLANGE i WOOD BUCK Q CONCRETE OR ASONRY OPENING Q BY OTHER EXTERIOR FINISH J BY OTHER PERIMETER CAULK J BY OTHER AMGEWWIiNDDO FRAME HEADER MT Ex TERIOR RAM¢ FY E SILL fRAuE SIll PCRWETER CAULKByOTHER ONE BY ROCO BLmc BY OTHER INSTALLATION ANCMOa BUCK MDTM f IN 3/16• CIA TAPCON EY ED-ENT FLANGE TYPE ,/ SNIu - SHW AS "OD. SHW AS REO'D WINDOW FRAME SPACE YAx. SEE NOTES) SEC NOTES) JAMB Q CONCRETE OR MASONRY OPE.-C BT OTMCR 1 1/i MIN. EMBEDMENT 1 INSTALLATION ANCHOR L 3/1a• DIA TAPCON PERIMETER CAULK Q BY OTHERS CAULK eE1WEEN 1/4. SwWOOD WINDOW MDTM ^- BUCK i MASONRY OPENING SPACEMAX BY OTHERS EXTERIOR CAULK BE THEN EXTERIORXTEEnORWINDOnfLAM+•'E FI OTHER WOOD•BLKx BUCKHEIGHT SECTION 2 ANCHOR (rYP ) H J K WI HE PRE CAST SILL / O a BY OTHERS J CAULK BETWEEN WINDOW FLANGE A. PRE CAST SILL MI- MAKEI, SECTION 1 ,16 ADHES,LE CAULK OR SCHINCE MOREHEAD 8500 ADHESIVE SEALANT NOTES., NDOW B / IGHT / 7: WINDOW I 1) SHIM AS REO'D. A7 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX, ALLOWABLE SHIM STACK 70 BE 1/A- 2) WINDOW .RAPE MATERIAL-ALUYINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-uOREHEAD 8500 ADHESIVE 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 uA VARY PER THE REOUIREMENTS OF ASTER E1300 CLASS CHART SINGLE GLASS IS SHOWN, WSUL ATING GLASS IS ALSO OUALIFIED 7) GENERAL ALUMINUM'S 1AB0 SERIES MODIFIED RIDER IS SHOWN. TT S PRINT ALSO APPLIES TO THE IS-- O SERIES MODIFIED SLIDER INSULATING CLASS. B) DRAWING APPLIES 10 NSIAUADON OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16_ DA IAPCON ANCHOR OF SUFFKIENI LENGTH TO PROWDE MIN, -,/A EMBEDMENT INTO SUBSTRATE TT LOCATION SHORN ON CHART. S) SCE ELE AYiOIS rOR KEY 10 IAPCON LOCATIONS. T 10) INSTALL rB SCREWS OF SUFrlCIEM7 LENGTM TO PROWDE 3/4• MW EM81DWENI W70 WOOD BUCK AT ALL FACTORY APPLIED INSALLAIIOM HOLES WERE IAPCONS ARE RCO'D I) IFEAACI WNDOW SIZE IS NOT USTEO IN ANCHOR CMAR7, USE ANCHOR OUAN117Y LISTED WITH NEx7 LARGER SIZE. ELEVATION VIEWED FROM EXTERIOR D F 2 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 40 H,K A,B,F.G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B.F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 X 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F.G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H.K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B.F,G 72 x 48 40 40 H,K A,8 F.G 72 x 55 1 40 40 H,K .B,C.D,F,G CENTRAL FLORIDA R. O. A. F. MANUFACTURER NAME: MASTER FRA,E # $ DAIE R, 3/_0/02 ,E FPw_. w rt•1a1•+... R.M ,... .._... ..W.A. Mr.A .-PM Ia+1 AP1-<TI>•.. 1) SHIM AS REO'D. A7 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX, ALLOWABLE SHIM STACK 70 BE 1/A- 2) WINDOW .RAPE MATERIAL-ALUYINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-uOREHEAD 8500 ADHESIVE 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 uA VARY PER THE REOUIREMENTS OF ASTER E1300 CLASS CHART SINGLE GLASS IS SHOWN, WSUL ATING GLASS IS ALSO OUALIFIED 7) GENERAL ALUMINUM'S 1AB0 SERIES MODIFIED RIDER IS SHOWN. TT S PRINT ALSO APPLIES TO THE IS-- O SERIES MODIFIED SLIDER INSULATING CLASS. B) DRAWING APPLIES 10 NSIAUADON OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/ 16_ DA IAPCON ANCHOR OF SUFFKIENI LENGTH TO PROWDE MIN, -,/A EMBEDMENT INTO SUBSTRATE TT LOCATION SHORN ON CHART. S) SCE ELE AYiOIS rOR KEY 10 IAPCON LOCATIONS. T 10) INSTALL rB SCREWS OF SUFrlCIEM7 LENGTM TO PROWDE 3/4• MW EM81DWENI W70 WOOD BUCK AT ALL FACTORY APPLIED INSALLAIIOM HOLES WERE IAPCONS ARE RCO'D I) IFEAACI WNDOW SIZE IS NOT USTEO IN ANCHOR CMAR7, USE ANCHOR OUAN117Y LISTED WITH NEx7 LARGER SIZE. ELEVATION VIEWED FROM EXTERIOR D F 2 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 40 H,K A,B,F.G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 x 55 40 40 H,K A,B.F,G 60 x 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 X 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F.G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H.K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B.F,G 72 x 48 40 40 H,K A,8 F.G 72 x 55 1 40 40 H,K .B,C.D,F,G CENTRAL FLORIDA R. O. A. F. MANUFACTURER NAME: MASTER FRA, E # $ DAIE R, 3/_ 0/02 ,E FPw_.w rt•1a1•+... R.M ,... .._... ..W.A. Mr.A .-PM Ia+1 AP1-<TI>•.. CENTRAL FLORIDA R. O. A. F. MANUFACTURER NAME: MASTER FRA, E # $ DAIE R, 3/_ 0/02 ,E FPw_.w rt•1a1•+... R.M ,... .._... ..W.A. Mr.A .-PM Ia+1 AP1-<TI>•.. I SHEATH.INI CAULK BETWEEN FIN BY OTHER @ SHEA'INc 1' MIN A9 SCREW 'NSTALA TIDN j EMBEDMENT ANCHOR (TYP.) 2 X FRAMING EXTERICR FINISH E- OTHERS BY OTHERS EMVETE3 CAULK i/A' MAX. BY OTHE; SHIM SPACE T F:N TY-E WNDC.Y SHIM AS REO'DFRAMEHEADER SEE NOTES) WINDOW HEIGHT X T RI R FIN TYPE II II rpN.1IEwSYa% SILL STOOL BY OTHER SHEATHING 2 X FRAMING If 81 OTHER BY OTHERS 1 CAULK BETWEEN 5 5 I/." MAX-= SHEATHING I[ FIN SEE NOTES) D `-HIM SPACE I BY OTHER$ FIN TYPE R 1'u1N w1N00w FRAME - EMBEDMENT JAMB E SCREW INSTALATION ANCHOR (TYP.) v INDOW WIDTH Ex TERIOR FINISH BY OTHERS XT I R PERIMETER CAULK BY OTHERS SECTION 2 6-MAX(7YP).- EQUALLY SPACE 6- MAX(TYR) ANCHORS (TYP. O HEAD. SILL. r h JAMBS) PERIMETER CAULK,/--------- 1/A MAX B1 OTHER SHIM SPACE SHIM AS RED. D 118 $CREW (SEE NOTES) WINDOW \ INSTALAi1pN \ ANC,3R (TYP.) 2 X FRAMING HEIGHT BY OTHERS \ x TE; OR EY C HERS ` CAULK BETWEEN WINDOW FIN k SHEATHING SHEATHING BY C"HER I- MIN EMBEDMENT SECTION 1 GE'.ERA_ NOTES ZA. O.C. 1) S v AS REC'D. ADJACENT TO EACH INSTALLA7:0% ANCHOR PATH LOAD MA-,(I- BE=RING SHIM MAX ALLOWABLE SHIM STACY TO EE 1/i. 2) W:.)Gw FRAME MATERIAL ALLOT 6053 3) USE LATEX CAULK BEHIND WINOOw FIN AT HEAD .$ILL k JAMBS A) USE LATEX CAULK FOR PERIMETER SEAL ARC -:.ND EXTERIOR OF WINDOW FFAUE 5) D:+SS THICKNESS WAY WARY PER THE REOUPEMENTS OF ASTM E13W 9t1E GLA21AC IS SHOWN, WSIJLA TING GAS; IS ALSO OUAUFIEO. 6) D;—C APPLIES TO INSTALLATION OF FIN FRAME WIN:Ow w wOOD rRAWE OPETIFIG W-- TWO ay w000 STUDS USING 099 w aA HA:_S sCR[w5 0< SurnOEN, LE`.;"H TO PPOwOE MIN i' E.BEDYENT INTO SU9STR+'_ T+ V :•ACT wNO.w SIZE IS NOT LISTED w CHAFT, ,SE AKHOR OUANTITY LISTED WITHLARG'.R SZE. e) 6,":;AL ALU—UW'S 1150 SERICS HORIZONTAL S: ]E- .S S.OM. THIS PRINT ALSC AF-.ES TO I-19e0 INSULATING 0.ASS HCRIZa.:AL ELDER SERIES ANCHOR (TYP.) WINDOW MOM ELEVATION VIEWED FROM EXTERIOR".). •'.,Fr COMPARATIvE ANALYSIS & ANCHOR. CLIANTITY CHART WINDOw SIZE DESIGN PRESSURE 18 SCREWS RE00 D99 KAILS REOD INCHES CAPACITY IN PSF IN FRAME IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT Sc 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 4 3 7 5 UNTRAL FLORIDA B.O.A.F. MANUFACIURER, r a4ZOCgEaAJ MASTER r Gkg Aq •AA Im1 .. OnS1 u. Tnn.IIA n TSm -PA SN LIEmT•OWA n Ism INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1130 /1960 MODIrIED HORIZONTAL SLIDER DILH C.•AD l:++L B6 N/A u0• i(r'TA DATE Dt>• HV.+![A wiimcII• F, I 03/11/02 GEN-002! MULLION ANCHOR BRACKET WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A -A AIA1B EXTERIOR ELEVATION ANCHOR ANCHOR MULLION ANCHOR TYP.) BRACKET CENTRAL FLORIDA B.0- MANUFACTURER NAME: owc r,o: GEN-0452 6A d MULLION DIE NO. 1445 j' • INSTALLATION TER FILE # 0 8 SELF TAPPING ° SMS (TYP.) ° o SUBSTRATE SECTION B- B ANCHOR TYP.) v v ° SEE NOTES 2 & #3 1- 7 8"--I NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS T'TLE FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: DRN: JS APRVD: — — — — DATE: 3/1 % /02 WT/FT: — — — SCALE: MAIL: — — — — o- - 0452 DWG N HALF GEN an n.. mmiri 7rrHNOLOG7 CORP.. 250 wiERNAnONAL P7(N7, NEATNROw, FLOMDA 32746 PHONE 407-605-0355 FAX 407-605-0356 EXTERIOR ELEVATION ANCHOR ANCHOR MULLION ANCHOR TYP.) BRACKET CENTRAL FLORIDA B.0- MANUFACTURER NAME: owc r,o: GEN-0452 6A d MULLION DIE NO. 1445 j' • INSTALLATION TER FILE # 0 8 SELF TAPPING ° SMS (TYP.) ° o SUBSTRATE SECTION B- B ANCHOR TYP.) v v ° SEE NOTES 2 & #3 1- 7 8"--I NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS T'TLE FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: DRN: JS APRVD: — — — — DATE: 3/1 % /02 WT/FT: — — — SCALE: MAIL: — — — — o- - 0452 DWG N HALF GEN an n.. mmiri 7rrHNOLOG7 CORP.. 250 wiERNAnONAL P7(N7, NEATNROw, FLOMDA 32746 PHONE 407-605-0355 FAX 407-605-0356 44 13/ 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 "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW. FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 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 d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0. W CA020122 FEB. 19, 2002 02-0217 k4 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 8054)366 Oo CAOM123 FEB. 19, 2002 02-0217 MULL[ ANCH BRACK WINDOW FRAME JAMB TYP.) DwG N0: ISTALLATION NCHOR YP.) I I I I M JLLION DBE N0. 1446 I II I 8 SELF TAPPING I II 1 SMS (TYP.) 1 II I I MULLION INSTALLATIONf N ANCHOR ANCHOR BRACKET (TYP.) MULLION DIE NO. 1446 SECTION A- A I I A A B R 0-'51 l J SEE NOTES v 2 & #3 SUBSTRATE I--- 1-7/8" SECTION B-B v MANUF C 11 a P E EXTERIOR ELEVATION - C NEaj. Q UM tN UIW MASTER FILE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM C 0 R P . :. 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 APRVp: ---- DATE:3/1,; = SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: — — SCALE: HALF MATL: DWG NO: PREPMED By. PRODUCT TECNtloLOOT CORP.. 2W INItKNAIIIRI+.L rw Lwinnvn, .v.v +• -- SMEAINING Br OTHERS STUCCO J OR SIDING By 01 HERS PERIMETER CAULK By OTHERS SHIM AS :E'0'D INSTALLATICN ANC.CR ISEE•NOTEU :8 SC-.Ev CALL- BET"En DOCR iLANC- TvO 3, V000 L SME ,THING BY OTHERS Y I w I l 1/A• MAR SHIM SPACE DOG2 VIDTH SLIDING GLASS DOUR FRANC JAMB I-1/8' MIN. EMBEDMENT TEMPERED GLASS TrP) SLIDING CLASS DOOR FRAME HEAD PERIMETER —/ CAULK BT TEMPCRED OTHERS GLASS (TYP.) DOOR Fkt,01dr I' '"i HEIGHT SECTION B-B Lo I D,a uDERS _ - SLIDING GLASS pOpR.FRSILL D Mc KAI. SHIM SFACi Tv0 3Y VOOD 1-I/8 HIN - B7 GTHE:S SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP S-E MOTES) INSTALLATION ANCHOR RB SCREW CAULK BETVCEN DOOR FLANGE L SHEATHING L--- SHEATHING B7 OTHERS 7CFO ED ----- STUCCO ITYP.) CR SIDING 37 OTHERS SLIDING GLASS DOOR INTERLOCK re- NSTA1-LATICO1 i.NLTj,.2 RB SC.'+Ev ivG 7r WOOD , B1 OTHERS IBLK BETVEEN H0011 STRIP L UEATMING SHEATHING By OTHERS STUCCO OR SIDING By OTHERS HOOK STRIP DETAIL 1-1/8, MIK EMLE DMCNT 1111 DEEP—TE11AL• ALWNPI ALLOY LGLl Z, ,R MST^LLAT01 SCREWS -UST RE Or SlrrlClCMT LEG,. TO ACHICVE .1A [NIEDICMT Of 1-1/R' INTO VECD ,-K ITPE IMSIALLATION ANCIaTS AT SILL -%I BE Or TSrr,CIEMT LIAGn1 TD ACNItvE NUL E-NRCDIG,T Or I-1/A' PIO NASO,RT R C0ICKTL S, IN:IALLATTEN ACNRl C-AT ON IAa (r INIS TN(CT USE SILICON ZED ACRYLIC CA(L[ K-1-0 DEOI rl'" AT HEAD L AANSS DI USC SIL CCIIZED ACRILC CALL[ FORPERU(I(IT SEAL ARCU,O E. rERIR O WIL. L, Ir E:ACT DOM SIZE IS ,CT LISTED IN ANCHOR C-Al. USE AMCICR Ow Tilt LISTED VIM KLI LARGER Sf_E, fR THE AMMImR1A? DESIG IMESSIRC RE" 7, To •OCrCT DEER %[ZCS USE CLCSEST ITPASS DOOR SIZE L COrIGAUTl1R1 :0 rU4S,CD OEMUG. RAC( INSTALLATIEM ANCHORS. IM rROIT Or ,GAS STRIA AS SMOV,L R, GLASS INICK,CSf T VART KR M-OUIKNENTS Or AST.N C13M GLASS CNMTS 7, DC[R lPOi IS AIMD'/CO USIMD TEMPInD (LASS P SINGLE rLAZEO R INSLLA,UG GLASS. ID> JANI I TILL C71KRf ARC TO IS EAL:3 VIIN A SHALL JOPT .CAN SEALCI III SHIN AS REED Al CA SET Cj IwSTALLAIIG (•MOTS. MR ALLOWABLE SNP STACA TO CC 1/,•. IV ALL PS:ALLATIc. A<Mcps N,Si SC NO< Cr C7PREAC RCSISTANI NATCRIIIR13W,(RC -,- V."CSCMTS 1CVtAG PANEL —0 9' R(fICSCRR - rI,CO PA,GL wRGWCO C7CIGRAIIC,i at AS LISTED 0-OIA1C,CNARI 0- SAC- Or THIS SHEM j r \I 1•, •CT ALL C2WIGRATTENS LISTED MOVE ARE SNDVN ON ?.Is ORAVUG..CVEWER Pf:•LVrICM D ; Er3E:MENT EXTERIOR E L E V A . T S IJ ' SECTIEV< •..• •L-IIL ,GDI STRIP ZTAR .VRI TO IMTALLATIG Q ALL AMROVCD I- 1/,• MIN [Orr 14RAil[)+L 2 FANEL DOOR SAOVN IS, rLRIOA IEiRUDERS 0 S SERIES S::000 (L•SS 0001 if S,CVN THIS MPT ALtO AM„2S T7 1 zTKa soot AND 70D fLSlti o I LIBERILT A111 C AL-LKINGIJIDER Slu OR SET SILL IN 3ED !NSTALLATiEN ,NC:,02 OF C?+C-ETE 3/16' DIA TA ;,CON SECTION A. -A Ft 12002 DESCRIPTION DATE I iNI a p T n EXTRUDERS f—\ 1 HINT. INC. SANFGPD, FL. TITLE. SLIDING GLASS DOOR INSTALL.-. TION WITH =8 SCREWS DF. AWN BY: -3 APFF.OVED BY: ATE: ! E:.:/Gi jSCALE: Ni- ID•G 'FLEEx" CONCRE E OR SHIM A: MASE•N;l OPENING SEE tY -ES) By C7. rz'S CAULK ;:Tv EN DOOP GLANGE L VGDO SUCK CAULK 2ETvEEN PCRIM:TCR L;DOD BUCK L CALLK Ii MAST. OPENING Ir O1H:RSOiNCRS 1 STUCCO aIeTwRs v o INSTALLATION ANCHOR 8 SCREV (TIP. VHERC- 7APCONS ARE NOT REO'D.) SLIDING GLASS DOO+ FRAME SILL INSTALLATION ANCHOR 3/16• DIA. 1APCON INSTALLATION ANCHOR 8 SCREW (TTF. VHERE ONE B' vOOD TAPCCINS AXE NOT REO'D) BUEK BY DTHCRS F1 1/[ MIN EMBEDMENT I SLIDING GLASS DOOR FRAME 1 r vA' MAK JAMB D I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOORHEIGHT E D I G G EMBEDMENT G A 1-1/A' MIN C A • D TEMPERED GLASS cTYP.) PERIMETER CALK IT OTHERS f S.G.D WIDTH 1/1• MAA, SHIM SPACE 1 1/4' MIN 1 — — EMBEDMENT ONE BY v00D I BUCK BY OTHERS CAULK IETVEEN V WOOD BUCK L MAS'Y. OPENING BY OTHERS SHIM AS REO'D. SCE NOTES) INSTALLATION ANCNIIR 3/16• DIA. TAPCON Q CAULK B[IVECN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCFEir OR MASONRY [OPENING BY OTHERS INSTALLATION ANCHOR 7CAULK LETvECN 3/ 16' DIA. TAPCON WOOD BUCK L MAST. OPCNING By OTHERS V CAULK BETWEEN SLIDING GLASS DOOR HOCK STRIP L HOOK STRIP VCOD BUCK Q 1- 1/4' MINI EMBEDMENT d I Q 1 ORE BY VOCI STUCCO BUCK IT OTHERS BY OTHERS 1J dI AA1AµA . 2'4,IulQ90 B.O.A.+.TEMPERED GLASSJ.SLIDINGSECTION BNLIFACI'LTRER TYPJ• ] GLASS DOCIRYTEi2LOCK MASTER FaX# HOOK STRIP DETAIL N DOOR MATERIAL. A UPQUN ALLVI 606E 2) IAPCON TIP[ INSTALLATION ANCHORS NUST RE Or wrICICPl LENGTH TO ACHIEVE N1. EHI DME.I Or 1-:- SAY D MASONOT OR CE CRETE. S) ALTERMAIC 7APCON IWPLLAIIDN ArGORS IRDNT TO LACK IN ALL rRAHE MCMSCRL IMCON uNp [MART ON RACK or 7HIS SHEET. USE Sit. ICOOICD AORniC CA(Ll ttIIND Omt rLAA(E AT ME 0 L TAMS, 6) USE SIL ICDAICD ACRILIC CVAa fR PERIN(tC SEAL AROwO [aT[RIR Or OCR 7) If ERICI DOOR SIIE IS NDT LISTED IN APCMDR [HART, USE ANCHOR DIYAN711T LISTED VITH NEXT LARGER SIIE. rR THE A PRRRIATC DESIGN PRCSSLRE REDO 1) fan PMKCI DOOR SACS USE CLOMSI ITPASS DOOR SIIE L CWIGAATIDN TO rIHISNCD OPENIt4 RACE IAPCOrS. IM rROfT or Ncm STRIP AS SAO_ 7) GLASS TNICANCSS MA1 ,ART PER 210UIREPENTS (OrASTN CISDD GLASS CHARTS, 10) ALL rACTORT APPLIED 4LES ACT DESIC—TEO rR 7. o. AwCNOR SNQAD RC rILLED vliw .1 SCREvC I Or SIF T IICCN7 LEWIN1G PRDVIDE NIN -,I• EN1CO•C.7 SATO V00D IKK. IN DOOR WI S APPrsavED USING IEH RED GLASS W SIICAE GLAICD R INSULAID4 GLASS, 12) AAHR / SILL CORERS ARE TO K SCALCD VI7N A SNALL JOINT SCAN SEALER. I71 SHIN AS REn At CA SET Or IKSIALLAIIDN WCKRS A ALLDVAILE SNIN STICK 10 u 1/4'. 1•N ALL INSTALLATION ANCHORS N)S7 RE NADC Or CEAROSIDN RES:SIANI HAT(RIALS li 1! NvERE •a• VPRESEATS HOv NNG PANEL AND '0' RCPRCS[NrlaCO PAAEL APPROVED CWIW.ATIONS APE AS LISTED ON AAAC cHART DN SAE. 7 lHls fNCC7. 16T NOI ALL CWIGLPATIONS LISTED A10vt ARE SHE?— a INIS RAVING. NEKIC C" UISIA.LA7ION EXTERIOR ELEVATION SEC ( IONS •A -A• •R-R' L HOOP STRV DETAIL AMT 10 INSTALLATION R ALL APPROVED 2 PANEL DOOR SHOVN CWIGR.IIO+S 17) IwSIALL ONE 7APCON 0. CACM /AIR Or rWORT APPLICO WC: ALLAiION HOLES VNLCSS NOTED 0 1 NCRvl SE 0. AK.A CNAR7 SCE SACK Or INS SHEET. 11) FLORIDA EXTRUDERS IWO SERIES SLIDING GLASS DOOR IS SkvN THIS PRINT ALSO APPLIES 7O 2000 SERIES AND ! W SERIES. LIBERALLY APPLY D I ;,• REVI DESCRIPTION DATE ]NI EXTRUDERS CAULKING CINDER SILL I L O P I D A — OR SET SILL IN 31D INSTALLATIGN ANCHOR - ENT. INC. $ANFOP. D FL Cr CCNCa[TE 3/16' DIAL TAPCON TITLE: SLIDING GLASS DOOR SECTION A -A I I INSTALLATION WITH TAPCONS I I DPAWN BY: BB I APPP.OVED BY- I I I .; n N7G/n: IcN••N r. 117E n), .. _ Vnr.?• 13 TAPCON ANCHOR. CHART NOMINAL DOOR DOOR OUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB OUANTITiES 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 PS 45 PSf 60 PSf 70 PSF 4068 xx, Ox, XO 49 X 80 3 3 3 4 4 4 3 3 4 5068 xx, Ox. XO 60 X 80 3 3 3 4 4 4 3 4 4 606E XX, Ox. XO 72 x 80 4 4 4 4 4 4 3 4 5 8068 xx. Ox. XO 96 x 80 5 5 5 4 4 4 3" 4 5 10062 xx Ox x0 120 x 80 6 7( ) 4 4 4 3 4 5 5080 Xx, x. XO 60 x 96 3 3 3 5 5 4 5 6 6080 xx, OX, x0, 72 x 96 4 4 4 5 5 155 5 6 8080 xx, OX, X0 96 X 96 5 5 5 5 5 4 6 6 0080 xx x XO 120 x 96 6 A 7 5 5 5 4 6 6 50100 xx, Ox. XO 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 7 8 xx x xCl 96-X 120 5 1, 6 6 7 (DI) 6 8 9 9068 Ox0 109 1/8 x 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 x 80 7 17 9 02) 4 4 4 3 4 5 1506E Ox0 l81 1/8 x 80 E 10 () 11 () 4 4 a 3 4 5 9060 X 109 1/ x 9V 5. 6 4 12080 Ox0 145 1/8 x 96 8 CDI 9' S 2) ''.5;=i-Y= 15 4 6 6 15080 NO 181 I/8 X 96 5 5 5 a 6 6 90100 OXO 109 1/8 x 120 g 6,.:." 6-...'. ni5i)lb DI) 6 I 8 10 120100 OXO 145 1/8 x 120 6 6 7 (DI) 6 8 10 9068 xxx 106 5/8 x 805:,-,-, 4 4 .t 4 3 4 5 12068 xxx 142 5/8 x 80 7 8 (DI) 4 : 4 3 4 5 0 xxx 178 5/8 X 80 8 t 4 a" 4 3 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (DI) 9 CD2) 5I 5 5 4 6 6 15080 xxx 178 5/8 x 96 8 5 5 5 4 6 6 5 I I2010xxx1425/8 X 120 7 na n (n 6 6 1 7 6 8 10 10068 OXXO 119 5/8 x 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7" 8 (DI) 4 4 4 3 4 5 16068 OXXO 19l 5/8 x 80 9 10 (DI) 12 (D3) 4 4 4 3 4 5 I d UXXU a/ti 76 b 6 7 (DI) 7 D 4 b 1191 19 8 (D1)) 5 15 I I 16080OXXO5/8 X 96 12 14(D2)) 5 4 6 6 100100 OXXO 119 Iv x 120 b 6 7 (DI) b 7 (DI) 6 E 0 I I I 17 I I I 160100OxxO1915/8 x 120 0 (DI) 93(cDD> 15 (D7) 6 DI) 6 E 10 10068 xxxx a X 6 6 4 4 4 D 12069 xxxx l41 1/4 x 80 I1 7 7 1108 (DI) 1124 4 Ia 3 4 I5 1606E xxxx 89 1/4 x 80 9 (DI) CD2) D4) 4 4 4 3 4 5 10080 xxxx I I/a x t 6 7 (Dll 12080 XXXX 141 1/4 96 I9 I El<DIQ) S<D2s) I I 15 I I I 0xxxx189I/4 x 96 DI) 5 5 4 6 6 0 xxxx t17 1/4x 120 6 7 (DI) 6 I) 6 e Tli!0006l;6((l 0 xxxx I ei i/4 x 120 7 16 (D1) 0 (D3)6617 DI) I 6 I 80 L XXXXIc91/4 x ;20 iD 02) 13 (nc) 15 (D7) 6 6 7 (E1) V v V'l FE 2 „rn FC 2 4 ANCHOP NOTES: 1) IN SOME CASES TAPCONS ARE P.EO-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. - DI- THRU-'D7' DESIGNATES IN WHICH SIZE L CONFIGUREATIONS TWO TAPCONS ARE RE O' 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 L SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT`TO INTERLOCK OR BUTT STILES IN HEAD L SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER., IF NEEDED. C: LOCATIONS 1N HEAD L SILL OTHER THAN AS LISTED IN A L B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN . JAMBS. B: SECONDLY, AT EACH END OF JAMBS NEAP, HEAD L SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A L B. r n - D EXTRUDERS F LOP,1 D A I.T. INC. SANFUi9. FL iO SLIDING CLASS DOOR TAPCON GL. ISS CHART s ' NN T.S. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 O'/' -ZZTlL GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 44 1q. FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ WINDOW FRAME HEAD CT YP.) INSTALLATION ANCHOR CTYPJ 48 SELF TAPPING SMS (TYP,) MULLION ANCHOR BRACKET SEE NOTES —I 2 & #3 D ° DWG NO: GEN-0453 INSTALLATION ANCHOR TYP.) I MULLION ° 1-7/8' DIE NO. 1447 ___ ° 010 T rRA6 . • j.• D _ SUBSTRATE NAME:MULLI N NC/TL RLU DIE NO. 1447 D ° 1-7/8' v g TER FILE # 6 .. v SECTION B-B D v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. ION T SUBSTRATE WITH 3/16' DIA. 0 EXTERIOR 2) 1N MASONRY CONS TRUCTI N, ATTACH MULL CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS B B OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B—B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP. s ' CARROLLTON, TEXAS TITLE' FIN H RIZ NAL MULLION INSTALLATI N DETAIL t ALUMINUM TUBE MULLION, DIE NO. 1447 E E V A T I 0 N. %' AREA, _ _ — — DRw B B APRv>b _ _ — — DATE, 3 / 17 / 0 2 VT/FT. SCALE MATL _ _ _ _ DVG N0 HALF GEN-0453 i`apiIuAjkD VK PRODLOCI IEC7.4OG7 CORP.. 250 IN7ERNAIIONAL PKV7.. HCAIHROV, FLORIDA 32746 PHm w-m-0765 FAX 407-905-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM Tk tq FIN HORIZ. MULLION MULL SPAN> WDW. HGT. V 51.000I I 59.000 72.000 94.000 I 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON -r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULUON SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT d APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020040 12-Jan-2002 01-1201 DING No: d-0450 STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLIUI14 DIE NO. 1448 SECTION A -A MULLIl ANCH, BRACK WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1448 MULLION INSTALLATION ANCHOR ANCHOR BRACKET (TYP.) SEE NOTES 2 & #3 41 SUBSTRATE SECTION B-B Y LJ MAl i UJL' AC 11 tLJ1LIL'LJR NAME oEXTERIORELEVATION MASMASTERQ +. irq :C 3Ri FU s 1 1izLNOTES: ya 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 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1,-3/8" MIN. EMBEDMENT INTO WOOD AREA: __-- oR": S APRW: ---- OATE:3 17/; FRAMING. wT/FT: SCALE: MATL: DwG NO: HALF ---- GEr:-r,.=:o PREPAPED BY: PRODUCT TECHUC)LOC* CORP.. 250 INTERNA':OM4 PXWY. HEATHROw• FLORIDA 32746 PHONE •07-605-0365 FAa 77-•:5-`:sa a,l s Y .. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 44 ?'/ FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 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 Q &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 MIAMIDADE 1VIIAMI-DARE COUNTY, FLORIDA N ETRO-DADE FLAGLER BUILDING . BUILDING CODE COMPLIANCE OFFICE METRO -DARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)'375-2901 FAX (305) 375-2908 Premdor Entry Systems CoN-rIL\CTOIt LICENSING SECTION 911 E.. Jeferson, P.O. BOX 76 (305) 37s-2s27 FAX (30s) 37s-2ss3 Pi urgh ,KS 66762 : CON•rIL%Croit I:NFoucE:&u.:N'r DIVISION 305) 375-2966 FAX (30s) 375.2903 PRODUCr CON'rHOL DIVISION Your application for Notice of Acceptance ( RsAj 3os) 37s-29o2 FAX (3os)72 6339 Entergy 6-8 S-W/E Inswing Opaque Singl esJd:e>tia n ulated Steel Door under Chapter 8 of the Code of Miami -Dade Alternate. Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ZI. ACCEPTANCE NO.: 01-0314.16 EXPIRES: 04/02/2006 Raul Koarigucz Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review_ Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office PRODUCT PERFORmRI10E DRTH w aas HURRICANE CODE JAM -EDGE STEEL DOOR in wom pnnmE PRODUCT CERTIFICRTIOR SHEET 01- D.314Ao (Daray-k-svilio Valid for the following side -hinged door arrangements: poue DOORS - sv, nominRI. HEIGHT: L Single Door with Sldelile on Hinge side Single Door with Sidelite on Strike side Single Door with 2 Sidelites - . /Double Doors DOOR STYLES: 03 EB 1313 4, anP1, Rush Arch Top 3-panel 6-panel Now England 4-panel Eyebrow 4-panel 8-panel goo 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIOELITB STYLES: I CB 03 1303 115t 7" 0313 680 Series 129 Series 200 Series 12R. 12L. 23R. 450 Series 152 Series 149 Series 23L,24R.24L Series 0 P +1 IMPRCT F MULTI -ME STL-W[)-OP' Ente gy- Entry Systems IN Premdor Entry Systems ACCEPTANCE No.: 01-0314.16 APPROVED JIJN nm EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.18 which was issued on April 28, 2000. It approves .a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do . not exceed_ the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing Opaque Single Residential Insulated Steel Door with Sidelites — Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1020-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Steel Edge Single Door with Sidelites in a Wood Frames with a Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/15100, bearing the Miami -Dade County - Product .Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings: 3. LIMITATIONS 3.1 This approval applies to single unit applications of single door only, as shown in approved drawings. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle . between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non -habitable areas where the unit and the area are designed to accept water infiltration 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South 6—F4 Building Code SFBC) in order to properly evaluate the installa p yJfjhis system _ Man cl Perez, P.E. Product C r Examiner Prod ontrol Division 2 Premdor Entry Systems ACCEPTANCE No.: 01-0314.16 APPROVED JUN o 5 2M EXPIRES Aoril 02. 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, ate no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of.the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. C' 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manu Per z, P.E., Product Co ro Examiner Produ ontrol Division 3 I i 4' MAX— 15' MAx O.C. 15' MAX 15' 'MAX OZ. A 15' 15' MAX 6' MAX PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 100' MAX 4' MAX--i --t-- I--4' MAX 4' MAX—i--i•—•- ^4' MAX 3' MA 15' 4AX E, 22' I MAX 15' MAX 64' DLO 15'-15' MAX MAX 3' MA MAX 14, AX 14 ON IS I. HI . MA 31 3/16, DN HINEtS KVIKSET DEADBOLfMODEL660SERIES OR MARLOC DEADBOL MODEL 020 KVIK" ' LOCKSCfa MODEL IL SERIES OR HARLOC LOCKSCT MODEL 100 ON HINGES 14' MA 14' MAX MAX 3' MAX 4' MA IS' 1/16' MAX 43 I TOP OF DOOR TO CE OF LOCK 15' MAX p• (a 15' C' MAX 4' MAX 3' MAX 3' MAX 3' MAX 3' MAX NOTES: 4' MAX 4' MAX 4' MAX ' MAX 1.) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 2.) THE PRECEDING DRAWINGS ARE INTENDED TO QUALIFY THE FOLLOWING INSTALLATIONS. A. v000 FRAME CONSTRUCTION WHERE DOOR J L SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. L.H. INSVING R.H. INSVING B. MASONRY OR CONCRETE CONSTRUCTION WHERE ODOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. C. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE MASONRY WITH OR WITHOUT A NON-STRUCTURAL BY WOOD BUCK. ALL ANCHORING SCREWS TO BE 010 WITH MINIMUM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE VHER( VAIER INFILTRATION REQUIREMENT IS NEEDED 1 VH:RC VAIER IISIL19ATION REQUIREMENT IS NOT NEEDED P—ositive N T A r Y OR 3/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT • UNITS SMALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAI THE ANGLE BEIVEEN THE EDGE Or CANOPY OR OVERHANG 4. UNIT MUST BE INSTALLED WITH 'MIAMI-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON-NABIIABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNED TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT.VAiER INFILTRATION AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. swis ss OI L "I7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE 111. SirfRa1 snOLlnt CORNERS ARE COPED AND BUTT JOINED. B. DOORS SHALL BE PRE -PAINTED WITH A VAIER-BASED EPDXY RUST Y10 x 1 1/2' MINIMUM EMBEDMENT I4) PER HEAD L SILL. (6) PER JAMB LTERNATE: 3/16' PFH TAPCONS r/I 1/2' MINIMUM EMBEDMENT I(SEE OTET5PLES A 80 11/16' MAX 118 x 1 3/4' F.H.W.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPAV; VED AS CC:APLYING WITH THE Sou TH F I A 8UILDNIG COOE DA E U Br QJIL" A11 vPRODLEI C TROL OIVISION(, BUILDING CODE CCLIPLIANCE OFFICE ACCEPTANCE NO. 01 - 0314 • I (o INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PRODUR LNIRY-SYSILMS 31-1020-EM-1 ' 9. FRAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ III L.VTO Di VATER-REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. Mlism CLWv SHEET 1 OF-6 IC m UIRI C GLAZING DETAIL SHERVIN VILLIAMS 850A EXTERIOR GRADE LATEX CAULK EXTERIOR INTERIOR 1/2- GLASS BITE TEMPERED GLASS INTERIOR SECTION A -A INSWING OTHER CONFIGURATIONS l.PPROVED AS COIAPLYING'AITH THE SOUTH FLgRIDA BUILDING CODE DA E JUH 1 BY PROOU OIITROL OMSION BUILDING CODE COMPLIANCE OFFICE a!;rFPTANCE n00\ -U31 1 • to IN rx I m nl mg n ii,: 0Xv, 1-1020-EM-I SHEET 2 OF 6 z; LTHR C v 4' MAX r 4' MA IS MAX IS MAXac. I5• MAX O.C. 15' MAX D.0 15• MAXac 15• MAX 6' MA 4• f J 69 3/4• MAX 1I 1• MAX 4• IAI ]. MAX MAz n I r- 15• • MAxJ L 0 80 11 /16' MAX O 4 % I t-14' I-14 I MAX MAX AlrMAX MAX A' MAX X 15 15 15 Is IS T0 HER DDOR CONFIGURATIONS 6B 3/4• MAX MAX MAX_ 41 MAX MAX r wX MAX MAI 1'• MAX IS' MAX MAI A. I II 1JL- 41' MAX IS• 15' MAX AX D.C. 15• MAX OC 60 11/16, O 15' MAX MAX ac. 0 Is- MAX C. 4' MAXAr H.1' MAX 37 I/z' MAx MAX 1' MAX luu- MMX MAX " MAI MAX - MAX MAx MA 3' MAX MAI ]• 4' MA 15 -14• MAX MA% .• MAX II I r—MAx I I MAX MAXJ Lly 1C. MAXIS' MAI MAX MAX lc. 0 80 11MAXI— 1G M/ MAX 1c. I MAX 1C. II IIIs11s I • J MAI MA IIAI X' MiA% MAX MAX-]' MAx 4' MAX— MAI M.. MAx oxo MAxy rMA%I I MAx1M MAX MAX ]• MAX MAX MAX MAX_ XD K CXIP SIDK. UNLESS H W" cD%S Cv61PLYINr, V11TH THE x.'r= j,y'7/1 O NG CODE m JUR PODUR FRODU C ,TROL DMSION 911 E. LffERS(P1 8U11DIN rrtDE COMPLIANCE OFFICE ?ill$BA KS 66762 ACCEPT 10,0 7 MAx MAX 14, MAx MA' IMA.] I r KAI I MAX 15, MAX 4• MAXJ L nC 15' KAI D.C. IS' MAx 0 80 11/16• nC. MAX O 15' MAX D.C. 15' MAX aC y r. MAI MAX MAX 6' Mwz 7' MAX Mwx MAX 4' MAX— X D 31-1020-EM-I SHEET 5 OF 6 SUN EE11E2 1/4' SHIM MAX F- 3/4' 80 11/16' MAX I INTERIOR 79 5/16' MAX SECTION B-B 2 BY WOOD BUCK MATERIAL ITEM NO. DESCRIPTION D WOOD HEAD JAMB Q) COMPRESSION WEATHERSTRIP 1 1/4- 0 WOOD STRIKE JAMB D I ALUMINUM -BUMPER THRESHOLD SO ITOP CHANNEL EXTERIOR TTOM CHANNEL STRIKE STILE HINGE STILE LOCK PREP FILLER PLATE 4'x4' HINGE WOOD HINGE JAMB 10-24 x 1/2' F.H.M.S. 410 X 2' F.H.W.S LIST PART NUMBER COMMENTS EM-14 11 0' X 4 9/16' MTL. TO BE PINE OR EOUIV IM-12 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' EM-08 PREMDOR BRAND - 1 I1/16' - 20 GA STEEL lqtm 26 go. C017 124 -.0E0) m 1RiRNSS RV 911661TEpmRSI HRRI 6 !PF BASF FOAM - DENSITY 2.0 TO 2.5 Ibs./Ft' EM-07 PREMDOR BRAND - 1 I1/16' - 20 GA STEEL EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ' EM-06 PREMDOR BRAND - 1 II/16' - 20 GA STEEL EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 4) SCREWS PER HINGE INTO DOOR 5) SCREVS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP MAX 118' OC. THEREAFTER 1O) SCREVS THROUGH STRIKE JAMB INTO SIDELIIE JAMB, 4' DOWN FROM TOP MAX 8' O.C. THEREAFTER 4) SCREVS THROUGH EACH HNGE INTO DOOR JAMB 6) I SCREVS THROUGH EACH SDELIIE JAMB INTO SIDELITE. 4' DOWN FROM TOP, MAX IY D.C. THEREAFTER REFER TO ELEVATION vlEv, FOR IT OF SCREWS USED AND LOCATIONS I8 I SIDELITE WOOD STILE EH-28 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT. 19 a8 x 2' F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK I NOT USED ON THIS MODEL WOOD SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 1 1/ 4' 22' x 64" SINGLE PANEL GLASS EM-20 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 AR TIMPFRFD GLASS SIDELITE TRIM (WOOD) EM-21 5(16 x 112' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-22 FOR 'SIDEBySIDEBJAMBS AS MULLIONSNT -ITEMS ARE MOLDINGS USE WOOD SIDELITE HEAD JAMB EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-24 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL 96 X 1 1/2' PAN HEAD SCREWS ORNER ANFW 18PERFRAMEiORECFEDCI4. OC THERE AFTER ACH C 30 PIN NAIL V LONG MAR, 4' IN FROM END, MAX 8' OC IHERAFIER, USED ON MILLIGG AND TRIM DOW SILICONE #995 LIXIISS UNLESS NOTED, fRAC DEC ' AIG EXIRUSIDn- UNLESS NOTED, STD. CDR. lEl'S e1rJ: FD AS C im r1Q(t a, , JIJN sr'- . vut. NTROL DIVISION i BUILDING CODE CO(PIJP, - E CIA ACCEPTANCE NO.<2L i 911 E..[FFERSON PIIISM, KS. 66762 ADE COUNTY MODIFICATIONS DDED PAGE 5 (DOOR 01 31- 1020-EM-I AA SHEET 3 OF 6 VISION LEIIER B 2 BY WOOD BUCK IV 1/4' SHIM MAX 3/4' t n J 79 3/16' INTERIOR I. MAX 80 11/16" MAX 2 BY WOOD BUCK SECTION C-C 1 1/4' EXTERIOR PLEASE SEE 'GLAZING DETAIL' DRAWING #31-1020-EM-I SHEET 2 OF 6 1 1/4' DOW SILICONE #995 OU APPROVED AS COIAPLY1NG WITH THE DA ETH Ft.",'11, E BY Jury PROW TC OLOMSION BUILDING CODE COMPU#"" OFFICE ACCEPTANCEROr^ ' .• Igo OTHER.DOOR PANEL. r 3.6 ' 1 r MAX cl 79 4/16- 00 00 MA$ X _ JODI 00 00 BLANK TOP 6-PANEL 4-PANEL 9-PANEL 4-PANEL STYLES Do 000 00 e® DD 000 08 log D D 000 0 0 app000a8 log 10-PANEL 18-PANEL FLUSH B-PANEL CROSSBUCK 12-PANEL OTHER SIDEL.ITE STYLES 30" MAX 79 1/16° 8 O0 . MAX o 0 0 0 SL-10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 00 00 00 00 00 00 00 - 00 00 00 00 00 00 00 PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 iODFdDdddd 00 0 0o Do Do 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL EYEBROV V/SCROLL EYEBROV EYEBROV V/SCROLL I I SL-90A SL-9D8 SL-90C SL-30B SL-30C SL-70 SL-80 fill 11 II an PD-18 PD-19 PD-20 PD-21 PD-22 PD-23 PD-24 PD-25 PD-26 PD-27 PD-28 PD-29 PD-30 PD-31 EDIIIY LRESS IVIED, ERAL CIL CXIRU W- LWSS 1UTED; SIR CDIl. 111 one ° D D 00 101 BOB Ogg . UUD oDD oD PREMDOR ENTRY SYST 911 L Irru S[Pl PD-35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-/1 PD-42 PD-13 PD-43A PD-/38 PIIISM, KS 66762 PD-32 AWj . 31-1020-EM-10 - SHEET 6 OF 6 R[AM EEIIER TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z21857F Address 1 VENETIAN BAY Address 2 LOT 34 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 w ANSI/TPl1 a Design Loads Roof: 37 PSF Floor: - Wind: 120MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRuss DIVISION 2722 SOUTH APOPKA BL'VD. 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 Da 24-Jul-03 Truss En eer: 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 inciuded in this truss package. The attached component designs are valid only If depicted with a copy of the Truss Engineer's Ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Comer Set. Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R-1 R-2 R-3 R-4 R-5 R-6 R7 R-8 R-10 R-11 R-12 R-14 R-15 R.16(2PLY) R-20 R-21 R22 R-24 R-25 R-26 R-27 R-28 V1 V2 V3 V4 V5 V6 V7 H1 H2 E1 E2 CJ1 CJ3 STUB) C4 CJ5 CJ5(STUB) 39 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 6' P FT P f G' 70 O' 20 0' 10 10. P r TT 2' 6' 40' P 0 a 120~ 6011 4 3/16' rq.D inatE v/ RaryE9 F®-S 16 6 DaO; r ON OLDU: r VZ' ON Fru.0 TALL5 zz' o' 6 a 3 cli 7 P 40 4' 70' 6 a 7 6 7 a 1 R s MYTH L UN1DEP. ( 0. Iz00F TRU55 DIV1510N 2722 SOUTH APOPKA DLVD. APOPKA, FL. 32703 4 ) 2qq - 1522 FAX M07) 2qq - 1`1153 En ineeriny Gertificatc of Authorization # g216 P-7 R-6 R-5 9-4 P'3 R-2 NOTES : g it Fp of DLLDOr`p ¢yafFMITY To VOWY TRIhS I'LUB.&IT rLAN aM Tap^ DE71YI CrA111" a6a1r5T FEW UFnTprry " DC'jW UTINT. DEfE[B&C `.OG WN nil W*" Fall AFTTMED 1a4C Arm NOEPDATE 2) TRry#S LDST NOT DE apT Or a1.TB® H ANY TAY WPM rnor a1.111"iZITp1 Dr %CYTH n]Fh OOWAIN 3) 'MP-'[S TH I arE OUI O/ ALTEErm VITHM AUn-CMATLTI VI' et nTAFM Or 1U1Ar4M AT NIITp.(Y7 D7BAt 4) DarKaW.(t7 OF AM KID VLT- NOT DE COPANT D vman rrC7 PX%" un vnnB+ GRr" Dr xxTH fAM ra.run. YDLOPM GELIJG fi- • a VALLTED ODD -FAGNG R_1 R-2 DETAILS: g MMY. OKUPU4 hT1 fmc w.{aVaTUuf rae TO.fpUJCY Dracrr,I 133V TO BUf4YEr$ LTATHD5 FCC furu 0n VrA" max" 21 ALL TTVfZ5 arAI , nMF5%' Un7 VALLEY FraLI81 WST OE (,plLtTB.Y DEC'" Or rffff TO VALLEY T"5 CCTAL7 For ALI'MUTE C"M MOLM(Nr 3) ALA. VA EY7 TO OE CON WOMLY FLY® DY DIASE q) IIRRCR LOaD Ct VY15 P_3 R 4 Rio R_' 0, 0' P-1 9 4' (EI-N( HT, R-14 sy P,-16 l 2-PLY) 24 TT'_'- LTOP,-25 HT I, HT. 3' P Id 4' HANGERLEGEND Q P.-2 ALL row TInPh Hukaf a To DE Sray[N NOAD o .tfm«eaNT3afa 101c ULEn L" SIMPSON I USP KANTSAG 2X L®GiEK BOTTOM • 6 a PL H7. O • HUS26 OR THD26 09 - HHUS2E2 OR THD2e-2 BIA D aAu ro R- I 6' a R. HT. TFEN r.FEE1YALL P- TO 12a FL. HT7 m- HHUS262 OR THD2b2 9)- HHUS48 OR THDre I` D • HGUS26.2 OR THOH26-2 fD • HGUS2e-2 OR THDH28-2 m • HGU526J OR THDfRD-JR- 2GlD- SUVR210 OR SKH2tkMP j Y4I) - HGUSae OR THDH48 T} iA1Z2 OR MS_22 W t0 - THAc122 OR MSH1221F l9. HUU10 OR HD4101F The Truss Engineer's seal, when applied, confirms the placement of the truss framing as it relates to the truss designs specific for this structure. The truss training Is based upon the review of plans, dravAngs and specifications provided by the building design professional The building design professional has Mal approval of the truss framing and/or truss placement plan. The des iTggn of the temporary and permanent bracing, the diaphragm system, shear wads and stnrGurafelemenls to resist lateral loads from wind and/or seismic activity is the responsibility of the building delipn professional. Additional approval by the building design professional shall Include, but not be limited lo, design loading, lengths, profiles, pitches and depths. p . THJA26 OR iUC26 20 a 40 a Trac MOKE150N HQMFCj PE im William M. Ranieri FL Lic. No. 42764 ADOFE` n x DATE Larpli 1D Dram+ Dr lore 1/IL/of zaas>r a 70 eMINBoom! iiie s 1 1 ttit t tl 1,111'1 1 1 Elm MIN 10 1 1 IN IS Ali" 1 IN, w"1 w Lla William M. Ranieri PE FL Lic. No. 42764 OF f 120 =' 401 I-q.D rrUyey v VZ pJ R.4Le 74LLS SMYTH LUMDEf, Grp. ROOF TKU55 DIVlc?10t\1 2722 SOUTH APOPK4 BLVC). APOPKA, FL. 32703 407) 2cici - 1522 FAX (407) 29c1 - 9153 Engineering Gertificote of Authorization x c1216 NOTES p n e ne auv-s--PV0 .,rurY Ta VVI..FY rp/5S rL"auff rLMJ YD T1.1" CM1 R49wM 4."I F$D cp,rou" MD p[!ry414TBJT, dV=tie. X-cTDFJ uzl Mt}Im 1qr9 MYEa» w.c min __--__—_-- YIH D4R — —_ TnyES I"T Por De an wF iLivTi1Zt11 " 74Y 7mgn rnx LUntlD24ro4 DY -1wrH R1n7 co rM1Y j) TNSXS amy at UJT •T ILTL-w Mr,tVT 4UMT3ZAD7J %LL ee fa'4rp ci Eery 1tp 4r cLWaxT7 E"Fic 4) D4(1;p14w(ej a' au riv'YLL IDF CC wnVCEo ItrMIT RY}- [eye/ 4D MTT@I Lori" Dv -A"M IrIM c".1, The Truss Engineer s seal, when appplIi1ed, confirms the placement of the Wss framing as it relates to the buss des gns speufic for Ihis structure. The Wss homing is based upon the review of plans, drawings and specifications provided by the building design professional. The building design professional has final approval of the Wss framingy and/or Wss placement plan. The design of the lemporery end permanent Dredng, Q1e diaphregm sygtem. sheer walls and sWcture elements to resistt lateral bads from wind and/or seismic aclmty is the respons3111y of the Wldury design professlonal. Additional ap oval by the building design professional shall Include, IM not De limited lo, design loa n lengths, profiles, pitches and depths. OETAIL•5: 0 raw Togo-1e2Y.psoD4nxnrow 14:14L16. F ..TML4TD1l MD Mxor ry ewu11i1 E$y-' To DVe I[4 iwrn FQ FULL Qn DSAGr macaw 4L TMPY- S •U=43 TEV}tft ll Di . "UZY re" l F4 I V7T re codLDT&Y [C?81 p' T¢EE TO yAly TnP^ Denis roe u.ruluR DILL Y (Ec'ML1rS 3) W. yY1CT9 10 De cahff a"LY FLMH1 DV eU.D9. 9) I1rew: Low Deems ;'FALL I I r T r MM Kw nVU tatlSS J 110) - HUS26 OR THD26 ll 19. HHUS26.2 OR THD26.2 I- HHUS46 OR THU46 lt; . HGUS26-2 OR THDH26.2 F) - HGUS26-2 OR THDH28.2 l+i - HGUS213 OR THOH26-3 SUUR210 OR SKH210LJR D - HGUS46 OR THDH4a 0- THA422 OR MSH422 1) • THAC422 OR IASH4221F p4. HUC410 OR HD4101F TH)A26 OR FUC28 ttciaa7r - LeiDDYr - K-i) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 IROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. I nla uMU rKCrAKCu rNun l.UrlrUICR InrUI LLUAua a UII^jr.na IV a aVo,-u cu 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. w CALCULATED HORIZONTAL DEFLECTION IS 0.21' DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 9-4-0 3X8(B5R) 1-4-0 UAO= VAV— 2 X 4 III 3X6 (A1) 1-4-0 h 0-0-0 0-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.00 OTY:B FL 1 R - Scale=.1875" Ft. YARNING' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M M. T C L L 20.0 P S F R E F R 3 5 2 - 9 3 1 7BRACING. REF E0. TO HIB"9l (HAN0LIIIG INSTALLING AND BRACING). PUBLISHED BY IPA (TRUSS PLATE INNS11TUTC. 5B7 D'0110 FR 10 DR., SUITE 100. NADISON. VI 57719I. FOR SAFETY PR ACfIC ES PRIOR TO ••.S 1F1". ERFORMIIIG THESE FUNCTIONS UNLESS OTHERWISE INDICATED. Top CH00.0 SHALL HAVE PROPERLY ATTACHED `): ( C'•'/,•.(` Tl. DL 7.0 PSF DATE 05/23/03 S MYTH LUMBER CO. SIR TIC TUN AI PANELS. BO IT ON CHORD SH ALI HAVE A 'NO PER LY ATTACHED RIGID CEIL IMG. i1( ! ( . ROOF TRUSS DIVISION •• IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED +F No.442704 's BC DL 10.0 PSF DRW SLTUSR352 TO 2722 SOUTH APOPKA BLvD. BUILDC THE TR US SISAIN COIILLNo' F OR MA NC EBEOVITHLIP1: OR E FOR AHFABR ICA TI NG DIIIAIIIN HANDLINGS SHIP I NDESIGN ; G, A IN ST AL I I NGNY EAND APOPICA• FL 32703 BRACING OF IRUSSES. IRISIDE SIGN CONFORMS WITH ArrLICABLE 110VISION' OF Nos (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407- 299.1522 SPECIE(CATION PUDLISNED BY HE AMERICAN FIT AND PA ASSOCIATION) AND TP1. AL INE FAx: 407.2999153 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALv STEEL. EXCEPT As NOTID. APPLr coNNECTORS To ,C.0R1QP TOT. LD. 37.0 PSF SEON- 13306 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p c PROFESSIONAL ENGINEERING DRAWINGS 160 A -I THE SEAL ON THIS DRAWING INDICATES ACCEPIANCE OF PNDFESSIONAI ENGINEERING S AIAf` DUR.FAC. 1.25 FROM SF RCS DNSISILITY SOLELY FOR THE IN SS COM ONCNf DC SI GN SHOWN. THC SUI TAB Il1TY A110 USE DF THIS CEffnFTGATEOFAUnTORmAT1ONIr92113 cN51/TPITIFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 SPACING 24.0" JREF- 1S30352_Z02 LZIW)/V IZIbtl/V - K-/) inn unu rKrrnKLu rKvn Lu—u,cK Inrui LLUMVa 0 vinn.LvnoI o - —111 TOP CHORD 2x4 SP #2 120 MPH WIND, 14.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8(B5R) 1-4-0 ti IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2 X 4 III 5X6= 5X6= 3X81 2X4III 2.5X4e 6 r— 6 5X6s 5X6-0 3X8!m 5X14 = 2-8-0 2.95 II 2X4111 1t +9-4-0 vu= FYR= 2X4III 2 X 4 III 3X6(A1) 1.4-0 I_ 19-0-0 0 - 19-0-0 BO _I 11-6-0 28-6-0 I LCE 40-0-0 Over 2 Supports ' I R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R - Scale=.1875" Ft. WARNING*TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BN ACING. RCFCR 10 HI9-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 58J D'ONOFR IO OR .. SUIiC 200. MADISON, NI 5J719). FOR SAFETY PRACTICES PRIOR TO ERF ORMIIIG THESE fUNCIIONS. UIILEI1 01H ERNISE INOIC ATE.. TOP CHORD SHALL HA YE PROPERLY ATTACHEDPE STRUCTURAL ANELS. BOTTOM CHORD SHALL HAVE A NO ATTACHED ORCC (LING 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 10 BUILD THE TRUSSES IN CONFORMANCE WITH 'PI:OR FABR IC AXING. HANDLING. SHIPPI RG. 19ST ALLING AND BRACING DF TRUSSES. THIS OCSIGII CONFORMS NITH ArrLICABLE ROYISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AME0.1CA 11 FORE5T AN0 PAPER ASSOCIATIOR) AND 1 I. ALPIIIC CONNECTORS ARC MADE OF 20GA ASIM 165J GRAD GALY. STEEL, ETCEPT AS NOTED. A PLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M wr G t lFl(j'•• I i 7 .'C f No.42704 • 1 f 1 3 STATE OF ? 1 P am% R'Or ` 1Po,1 T C TL. BC B C TOT L L D L DL L L L D. 2 0. 7.0 10.0 0.0 37.0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 9 3 1 8 DATE 0 5 / 2 3 0 3 S MYTH LUMBER CO. ROOF TRUSSDIVESION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 407.299.1 522 FAx: 407-2999153 DRW SLTUSR352 S L T - E N G / WM R S E 0 N- 27039 D U R F A C . 1.2 5 C' FROM J FPROFESSIONALENGINEERING ORANINGS 160 A"2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES ONSIB IL ITV SOLELY FOR THE iR USCOMP0 NC NI DESIGN SHOWN. THC SUITABILITY AND USC OF IH IS V'• O N SPACING' 24.A" A JREF- 1S30352_ZnCEiTnFICATEOFALrnlOREZA'nON 09210 COMPONENT S 9 SE U NENTFOR ANPARTICULAR BUILDING IS 114E RESPONSIBILITY OF YE BUILDIIIG,DESIGNCR. PER May 23 Z27857F - Z21857F - R-3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIME-NSIONS) SUBMIIILU BY IKUJJ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 13.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22' DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 5X6= r 3X6% 2.5X4o 5X60 6 5 X 6 7X8 a5X6= 2.5X4 2 8-0 2.95 2.5X4 III I 2X4111 t 9-4-0 2X4111 7X8= 2X4fill 2 X 4 III 3X10(F1) 5 2X4111 3X6(A1) 1.4-0 1-4-0 11-6-0 7-0-0 6-0-0 28-6-0 17-0-0 ife 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 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 EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. 114STALLIRG AND T C L L 20.0 P S F R E F R 3 5 2-- 9319BRACINGREFERTOHIB-9l (HANDLING INSTALLING AIID BRACING). PUBLISHED BY "I(TRUSS PLATE IN STII. E. 5B3 D'OHO FRIG DR.. SUITE 20D. MAO ISO N, VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TO CHORD SHALL HA YE PROPERLY AIIACHED 6 •' • ZIF1 ••• rG r T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. S7gUCTURAL PANELS. BOTTOM CHORD SHALL HAVE 4 PROPERLY ATTACHED RIGID CEILING No. 4270, ROOFTRLISSDMSION IMPORTANT FURNISH A COZY Of THIS DESIGN TO THE INSTALLAIIOR CONTRACTOR. ALPINE ENGINEERED RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE YIA TION FROM THIS DESIGN; ANY FAILURE TO y: =y 77CC BC DL 10.0 PSF DRW SLTUSR352 2722 SOUTH APOPKA BLvO. APOPKA,FL 32703 BUILD 7HE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING AND BR ACIXG OF TRUSSES. THIS DC SIGN CONFORMS WITH APPLICABIC PROVISIONS OF NOS (NATIONAL DESIGN 77[[ STATE OF tf(y Bl. LL D.0 PSF SLT-ENG WMR 407 2991 522 SPECI IC A110N PUBLISHED BY THE RHEA ICAN FOREST AND PAPER AS SOCIATI011) AND TPI ALPINE 1 4 0 R11D FAIL: 407-2999153 CONNECTORS ARE MADE OF 20GA ASiM A653 GRAD GALY, 57EEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON IRIS DC SIGX, 1051 TION CONNECTORS PER A f• SI4 NA T 0 T L D . 37.0 P S F S E 0 N 27041 D U R F A C 1.25 FROM S F DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING 11101CATES ACCE TANCC OF ROPE SSIONAL CNGINCERIN6 YY PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TMC TRUSS COMPONC III DC SI GN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 24.0" JREF- 1S30352_Z02 CERTIFICATE OF AUTHOREETON# 9218 OMPONE TIFOR ANSCCTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 ICOMPONENT LLIE55/r - [Z1D5lr K-4 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 B3 2x4 SP #1 Dense: CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 120 MPH WIND, 13.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 2X4 III 5X8= JXb! 5X6% 5 X 6 6 r ( A) - 1 6 3X6= 3X6(A1) 5X6= 2-8-0 2.95 83 9-4-0 2X4 ill MO5X12= 5X6= 3X8(B5R) — 2X4 III 14-2-0 OPTIONAL INTERIOR BEARING h qE 15-0-0 0-0-0 5-0-0 11-6-0 28-6-0 40-0-0 Over 2 OR 3 Supports ' I R=1561 U=486 W=8" R=1561 U-485 W-3.5" R=1561 U=485 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:2 FL 1 R Scale 1875" Ft. WARNING-TRUSSES RCOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND ORACIIIG. REFER 10 HIB-901 (HANDLING I95 IA LLIRG AND BRACING). PUBLISHED BY iPl (TRUSS PLATE M M R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 0 INST ITUIC. SB7 D'OIIOFRIO OR:, SUI TC 200. MAD ISON, NI 57119). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SHALL HAYE 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. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE WITH III; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACIIIG OF TRUSSES. THIS DESIGN CONFORHS vIIH APPLICABLE PROVISIONS OF NDT (NAIIOIIAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AHD APER ASIOC IAIIO II) AND iPI AIPIXC CONNECTORS ARE MADE OF AGA AITM A657 GRAD GALY, S7EEL. CECEPi AS NO7EO. APPLY CONNECTORS 10 EACH FACE OF TRUSS, A110 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ry.w.(/ ZIFI rV f NO.42704 17C t : t STATE OF 1. fL{V A OR1OP•V tfli.EX•.,,,, T C BC BC TOT.LD. D L DL L L 7.0 10.0 0.0 37.0 P S F PSF P S F PSF DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. ROOF TRUSSDIVISION 2722 SOUTH APOPKA BL.VD. APOPKA. FL 32703 FAx 4072999?53 DRVI SLTUSR352 S L T - E N G / WM R SEON 40502 OUR JAC. 1.25 FROM RH PROFESSIONAL ENGINEERING DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R C SP ON SIB ILITY SOLELY FOR IHE IR UST CD.P.N"II DESIGN SHOWN. IHC SUITAB II IT AND USE OF THIS S/1 SPACING' 24 fl" JREF- 1530352_Z62CERTIFIGTEOFAUTHORIZATION409218COMPONENTFORANYPARTICULARBUILDINGITTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/IPI 1-1995 SECTION 2. May 23 cC1tS5/V - zzIt55ir - K-5 I THIS DWG PREPARED FROM COMPUTER INPUI (LUAUS & DIMENSIONS) SUBMIIIEU EST IRUS Mt M. TOP CHORD 2x4 SP #2 :T1 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X8= 2X4111 2.5X4= 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4III 5X8= 9-4-0 3X10(F1) s 1-4-0 U A I V = UAU— I/ I "I 2 X 4 III 3X6(A1) 1.4-0 ty lE 13-0-0 14-0-0 _1_ 13-0-0 1 ff 11-6-0 28-6-0 L 40-0-0 Over 2 Supports R=1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 1 R Scale 1875" Ft. YARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 10 HIB-91 (HANDLING INSTALLING AND B0. AC IIIG), PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE. 5B7 O'ONOFRIO OR., SUIIC 200. MAOISON, VI 53719). FOR SAFETY PR AC i1C CS PRIOR 10 PERFORMING THESE FUNCTIONS. UIILESS OTHERWISE INDICATED. TOP' CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTAN T•' FURNISH A COPY OF THIS DESIGN 10 IHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R ODUC IS. INC. SHALL NOf BE RESPON5IBLC FOR ANY DCYIATION FROM THIS DESIGN: ANY FAILURE 10 BRACBUIL/ NGHOFITRUSSESU Is IN COTHISMDES]GNANCE WITHCONFORMSOWIIHAAPPLICABLE PROVISIONSSHIPPING. NATIONALINSTALLING DESIGN SPECIFICATION URLI SH ED DY DES] AHER ICAN FOREST AND APEA ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20W AS IM A653 GRID GAIY. STEEL. CICCIf AS NOTED. APPLY CONNECTORS TORS TOEACH FACE OF TRUSS. AND UNLESS OTHERVISE LOC AICO ON THIS DESIGN, POSITION COHNCC T OR PER DRAWINGS 160 A•Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF IROFESSIONAL ENGINEERING R CSPO NSIBIL ITY SOLELY FOR THE TRUSS COMP0 NE NI DC SI GN SHOWN. THC SU1IA8IlI TY AND USE OF THIS M. P ••' tIFI ...... l%(/ 01 i Nc• 42704 1 7C 1t STATE OF "' c0R10 f / SpYNA YY {• FLT C L L T C D L BC DL B C L L TOT.LD. 2 0. 7.0 10.0 0. 37. 0 0 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 9 3 2 1 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722APOPKA, FL 32703 vD 407- 2991522 FAX: 407- 299,9153 PROFESSIONAL ENGINEERING DATE 0 5/ 2 3/ 0 3 DRW SLTUSR352 S L T- E N G / WM R SEON- 26905 DUR. FAC. 1.25 FROM SF CERTIFICATE OF AUTNORAATTON#9218 comromEmTANY SCPARTICCTION ULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 SPACING 24.0" JREF- 1530352_Z02 cclu5ir - cciTsSYr - K-b) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W9 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD AND 0.49" DUE TO DEAD LOAD AT X = 19-9-0. U r-« U 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.29" DUE TO LIVE LOAD AND 0.24" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1OX10 (R) III 3X8= 5X6= 6X6= 5X6= 9-4-0 3X10(F1) s 1-4-0 r L / Y ". 1-- JAU= 3X6(A1) 1.4-0 ry I 11-0-0 _( 18-0-0 _ _I_ 11-0-0 _I11-6-0 'I 28-6-0 LE 40-0-0 Over 2 Supports _ I R=1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale=.1875" Ft. YARNIIIG• TRUSSES AEOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. RCFEA IO HIB"91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE IN$i1TDlE. SBJ O'ONOFR ITT OA .. SUI IC 200. MADISO N, NI SJIl9). FOR SAFETY PR ACIICCS PRIOR TO PERFORMING IHCSE FUNCTIONS. UNlCSS OTHERNISE INpICATCD. TOP CHORD SHALT HAYC PgOPCRLY ATTACHED STp UC TURAL PANELS. BOTTOM CHORD SHALL HATE A PROPERLY ATTACHED RIG10 CEILING. IMPORTANT ' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR OOUCT S. INC SHALL 1101 BE RESPONSIBLE FOR ANY DEYIAiION FROM THIS DESIGN; ANY FAILURE TO M Q„ t lFl ' • / C4 -'. G Nc.42704 T C T C BC L L D L DL 2 0.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2 - 9 3 2 2 DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. ROOFTRussDlvl5t0N DRW SLTUSR352 SLT-ENG IdMR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 407.299.1522 FAX: 407-299-91 53 BUILD THE TRUSSES !N CONFORMANCE WITHTPI : ORFABRICATING. I FABRICATING. ANDLING. S SHIPPING. AIIIONALIOESIGN NOSS P CC IF ICA1 0IT PUBLISHED BY THE AM ER IC AN FOR WI AHD PAPER ASSOC IATIDMI AND TPI. ALPINE CON NECIORS ARE MADE OF 20GA A$1M AGSJ GRAD GAIY. STCCL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER t k STATE OF A- A !, ORIp:'v p""• sRIIVA' BC TOT. LL LD. 0. 0 37. 0 PSF PSF SEON- 27059 D U R F A C . 1 .2 5 FROM c JF PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 AZ. THE SEAL ON THIS OAAWING INDICATES ACCEPTANCE OF PROFCSSIO IIAL ENGINEENING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BESIGM SHORN. THE SUIIA5" IT, AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIZTPI 1-1995 SECTION 2. E, May 23 '03 SPACINQ 24.0" JREF- 1530352_Z02 Lela51r - ZZ165il- - Ki IHIb UHG FKtFAKtU FKUM LUMFUItK INFUI (LUAUb 5 UIPNt NbIUNb) bUCMIIItU III IKU,J MLK. TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WEBS 2x4 SP #3 :W11 2x4 SP #2: PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD. CALCULATED VERTICAL DEFLECTION IS 0.95" DUE TO LIVE LOAD AND 0.78" DUE TO DEAD LOAD AT X = 19-9-0. 5X10= 3X4= 2.5X4 = 5X6= 3X10= 5X10= 9-4-0 3X10(F1) 1-4.0 h L A" III U A V 3X6(A1) 1-4-0 F 9-0-0 _1, 22-0-0 _1_ 9-0-0 1 11-6-0 14-7-12 —113-10-4 L 40-0-0 Over 2 Supports R= 1561 U=493 W=8" R=1561 U=493 W=8" PLT TYP. High Strength, Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY: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 TPI (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 9 3 2 3 INSTITUTE. SBO D'ONOFRIO DR.. SUIT[ 200. MADISON. YI 50719). FOR SAFETY RACT ICES PRIOR TO ZIFI •.•'•, PERFORMING THESE FUNCTIONS. UNLESS 0 HERYl5E INDICATED. TO CXORD SHALL HAVE PROPERLY ATTACHED %'•• T C D L 7.0 P S F DATE D 5 2 3 D 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPCRLY ATTACHED RIGID CEILING. / / IMPORTANT" FINNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i No. 42704 ROOF TRUSS DIVISION *: ** BC DL 10.0 PSF DRW SLTUSR352 PR ODUC IS. INC. SHALL NOT BE RESPONSIBLE FOR AXY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOLfT11 APOPKA SEND. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF BC LL D.D PSF SLT-ENG WMR APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS W17H APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j 407. 299-1 522 SPECIFICATION PUBLISHED BY THC AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAA: 407-2999153 CONNECTORS ARC MADE OF By THE ASTN A653 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO on 1.- •' TOT. L D . 37.0 P S F S EON - 27035 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER { lV PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z THE SEAL OM THI$ DRAWING INOICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING V PPP__ OUR. F A C . 1.2S FROM SF A ESPONS IB ILIfY SOLELY FOR THE TRUSS COM PONCNI OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTTFICATEOFAUT/ ORIUTONN9218 C„ MPONENTLFOR ANY SECUTIPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 '03 SPACING 24.0 JREF- 1530352_Z02 Leilsz)ir - 1410011- - K-D TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x6 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6III 5X6= 8X8= 5X6= .6X6= 2.5X4 III 4X6 (Al 7X6= 5X4= 5X4(R) III 7X6= 2.5X4III 4X6(A1) 1.4-0 22-4-0 _ I ti I 7-0-0 I 26-0-0 _I_ 7-0-0 _I R=1365 U=414 W=8" 40-0-0 Over 3 Supports R=3898 U=1098 W=8" R=904 U=284 W=8" 9-4-0 PLT TYP. Wave TPI95 R D e s i q n Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R - Scale=.1875" Ft. WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 8R ACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 1P1 (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON VI 53119). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE P0.0PERlY AiiACHCD STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PR OPCRLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AN, BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIGNSOF NOS (NATIONAL OESIGN SPCCIFIC4TION PUBLISHED BY THC AMCRICAN FOREST AND PADER ASSOCIATION) AND TPI ALPINE CONNECTORS AN MADE OF 20GA ASTM A653 GRAD GALV, 11PEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSII1011 CONVECTORS PER M M. e I r IFI(•'•w W.'.C• j No. 42704 i n S STATE OF S I( Q } OR,O•,•• T(, Tl. BC B C TOT. L L D L DL L L LD. 2 0. 7.0 10.0 D 37.0 0 0 P S F P S F PSF P S F PSF R E F R 3 5 2-- 9 3 2 4 DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. ROOF TRUSSDrvISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407-299 L 522 FAX: 407.299.9153 DRW SLTUSR352 S L T - E N G W M R 8' SEON- 26938 DUR.FAC. 1.25 FROM SFPROFESSIONALENGINEERING DRAWINGS 160 A•Z. THE SEAL ON THIS 0RAVIUG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RC SP SIB ILIfY SOLELY FOR THC TRUSS CO MP ORENT DESIGN SHOWN. THE SUITABILITY AND USEOF THIS NA SPACING' SEE ABOVE JREF- 1S30352_Z62 CERTIFICATEOFAUTNOREzAnON#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESP 0 NSl91L I I OF THE BU ILOING OE SIGUER. PER ANSI/TPI 1-1995 SECTION 2. 1 May 23 ' O cuaair - c4103ir - K-lU) I IRIS UXG PKtPAKtU FKOM LUMPUILK INPUI (LUAUb 5 UIM NbIUNb) bUtlMIIItU UT IKUbb MV-M. TOP CHORD 2x4 SP #2 :T3 2x6 SP #2: BOT CHORD 2x4 SP #2 :63 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 5X6 (R) III 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. f DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4III 2X4III 6X8= 5X6 % T3 5 X 6 6 I— 6 6X12= 2-8-0 9-4-0 3X6= 5X8= 2X4III B3 m_ 2X4III 3X6(A1) 2X4111 5X8 3X6(A1) 1.4-0 1.4.0y126-0-6 _I 13-0-0 4 0 0 _I_ 13-0-0 I 12-7-0 6-10-0 20-7-0 OE 40-0-0 Over 3 Supports ' I R=1107 U=378 W=8" R=1308 U=336 W=3.5- R=707 U=283 W=8" PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:1 l! FL 1 R - Scale=.1875" Ft. WARNING* fRUTSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND R,qy TC. L L 20.0 P S F R E F R 3 5 2-- 9 3 2 5BRACING. REFER TO HIB-91 (MANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I NSTI TU IE. 5B3 D'ONOFRIO DR .. SUITE 2DO. MADRTDN. WI 53719). FOR SAFETY PRACTICES PRIOR TO •,•'at lFl •'• PERFORMING THESE FUXCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED •• E' T C D L 7.0 PSF DATE 0 5 / 2 3 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. V ROOF TRUSS DIVISION ••IMPORTANT•• FURNISH A COPY OF THIS DES16N 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0. 42704 PR TS, INC. SMALL NOT BC 0.E SPONTIOIE FOR ANY DEVIATIONIATION FROM THIS DESIGN ANY FAILURE TO * % 1 ] 1 B C D L 10.0 P S F D R W SLTUSR352 2722 SouTT1 APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH 1P 1: OR FABR ICAIING. HANDLING. SHIPPING. INSf ALLING AND S 7f ji 7A APOPKA, FL 32703 BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407.299-1 522 SPEC (FICATIOH PUBLISHED BY THE AMCRICAN FOREST AIID PAPER ASSOCIATIOII) AHD TPI. ALPINE t• Q. FAX: 407-299rJ153 CONNECTORS ARC MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AT NOTED. APPLY COIIIIECTORS TO 4 OR% TOT. LD. 37.0 PSF SEON- 40459 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. OSITION CONNECTORS PER V AIA PROFESSIONAL ENGINEERING DRAWINGS 160 A- I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIWEERING {l1 D U R . F A C . 1.25 FROM S FRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTOESIGNSHOWNTHESUIIASILITYANDUSEOFINIT CERTIFICATE OF AUTNORVATION 09216 COMP1 COMPONENT FOR ANSEPARTIPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03 SPACING 24.0" JREF- 1530352_Z02 bt a aa/r - LelO311" - K-11) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :82 2x6 SP SS: 83 2x4 SP SS Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: A) 2X4 SP #3 or SPF J2 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= 2.5X4 = 5X6= 120 MPH WIND, 12.07 FT MEAN HGT, ASCE 7-98' CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X8= 5X6= 2.5X4 % 2.5X4 6 r 6X12= 6 6X12= B2 (q) 2-8-0 JN 9-4-0 3X4= 2X4 III 2X4 III 2X4 III B3 5X10= 2X4 III 2X4 III 3X6= 3X6 (Al) 1.4-0 25-9-12 ' J ty I 11-0-0 _1_ 18-0-0 I_ 11-0-0 _IfE19-5-0 1— 20-7-0 40-0-0 Over 3 Supports ') R=796 U=292 W=8" R=2147 U=593 W=3.5" R=179 U=180 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 1875" Ft. WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. RCFCR TOHIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR .. SUITE 200. MADISON, YI 53719). FOR SAFETY PRACTICES PRIOR TO P ERF ORXING IHCS( FUNCTION$, UNLESS OTXCRPISC IND II A TC D. TOP CHORD SHALL HAYS PROP[RLY ATTACHED SIRUCT URAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*' FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PR ODUCIS. IIIC SHALL NOT BERESPONSIBLE FOR ANY OEYIA110N FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE YITH TPI: OR FABRICATING. HANDLING. SHI PING. INSTALLING AND BRACING OF 10.USSC S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF XDS (NATIONAL DESIGN $16X SPECIFICATION PUBLISHED BY THE AMCRICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL NNE CONNECTORS N;[RO0.5 TO EACHCONNCFACE SOFR TRUSS. AND 01 2U NlE55T0 THCRVISCA/OCATCD ONCTXISEDC SIGMXCEPT A SPOSIPOSITION NOTED ReVj. 1F1 C,4 -• I NO.42704 •' STATE OF ti. O R,OP T C L L T C O L BC OL BC LL TOT . L D . 20.0 7.0 10.0 D.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 9 3 2 6 DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 272250UTHAPOPKABLvD. APOPKA. FL 32703 407.299.1 522 FAx: 407.299sJ 1 53 DRW SLTUSR352 SLT-ENG 4JMR S E 0 N 40461 DUR . FAC . 1.25 FROM SFPROFESSIONALENGINEERING RAVINGS 160 A-2. 1HC SEAL ON THIS DRAPING IND IC ALES ACCEPIANCE OF ROFCSSTOXAL ENGINEERING R E SPONS IB I I.I i Y SOLELY FOR THE IRUS$ COMPONENT DESIGN SHOWN. THE SUITABILITY AND USEOF THIS 7,1\ SPACING 24.0" JREF- 1S30352_Z02CEITTIFIOATEOFAUTHOROATIONN921eCOMPONENTFORANYPARTICULARBUILDING15THERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI(TPI 1.1995 SECTION 2. 1 May 23 L610Dir - Lel?JDir - K-1c) TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x4 SP #2 :82 2x6 SP SS: B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3X6(A1) IH0 UNU FKtFAKtU I-KUPI LUMHUItK INFUI (LURUJ & UIr11LNZwIUNJ) JUDMIIItU UT IKUJJ nr 120 MPH WINO, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X8= 7X6= 2.5X4 6X6= 2.5X4 = 2X4111 6X6= 3X4= J AO- 3X6(A1) 4-0 _1 1.4.0 y 25-9-12 l 9-0-0 _I_ 22-0-0 _I_ 9-0-0 _1 40-0-0 Over 3 Supports— ,I R=924 U=324 W=8" R=1807 U=502 W=3.5" R=391 U=185 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACIIIG). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO DR.. SUI IT 200. MAD ISON. NI 571191. FOR SAFE TY PRACIIC ES PRIOR TO PERFORMING THESE FUPC TIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY E PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION • IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOLrrH APOPKA BLvD. BUILD THE TRUSSES IN COIIF ORMANCE W17H 7P1: OR FASRICAT ING. HANDLING. SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSC S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407 2831 522 SPECIFICATION OUBIISH ED BY THE ANER IC AN FORE ST AND PAPER ASSOCIATION) AND TPI AI PIME FAR: 407.2939153 CONN CC TORS ApE MADE OF IOGA ASTM A653 GRAD GALV STEEL. C1C EPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DC SIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A•2 "I' SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE iR UST COMPONENT DESIGN SHOWN. THE SUITABILITY AND UTE OF THIS CERTIFIOATE OF AUTHORAATON N9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI(TPI 1.1995 SECTION 2. OTY V;tIFI/ f No.42704 STATE OF May 23 ' O.i FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 9-4-0 Scale=.1875"/Ft REF R352--9327 DATE 05/23/03 DRW SLTUSR352 SLT-ENG WMR SEON- 40384 FROM SF JREF- 1S30352 Z02 tLC1tf5/V - 141ESJ/F - K-14 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP ##2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP ##3 :W7 2x8 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2X4 (Al) 1-4- j 120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 07-1.5-oaf I_ 12-7-0 16-2-0 7 ` 18-8-0 5-1-0 J 21-3-0 Over 2 Supports _ I R=879 U=326 W=8' R=860 U=363 W=4' 9-4-0 PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 OTY:5 FL 1 R - Scale=.3125" Ft. YARNING'• TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND BRACING. RCFCR TO NIBRI0• 91 ( HANDLING INSTALLING AND BRACIIIG). UBLISHEO BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOF.91 DR., SUITE 200, HADISON, YI 53719MO FOR SAFETY PRACTICES PRIOR f0 PCRF ORNING THCSC FUNCTIONS. UNLESS OfHERYISE INO IC ATED. f0 CMORD SHALLNAYC RO CRIY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLA71ON CONTRACTOR. AL INC ENGINEERED PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DIIIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE VITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS VI TN APPLICABLE PROYISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AM0 TPI ALPINE C ONNCCT ORS ARC MAD, OF 20GA ASTM A65) GRAD GAL Y. STEEL. EXCEPT AS NOTTO. APPLY COHNE CTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• OSIIION CONNECTORS PER G 1t IFICgr iVN0. 42704 ' 1 6 STATE OAF 0 R O `.,f v F110.' T C T C BC B\, TOT L L D L DL LL L D . 20. 0 7. 0 10. 0 D. D 37. 0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 9 3 2 8 DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. RooFTRUSSDIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407- 2F9 1522 FAx: 407-299-9153 DRW SLTUSR352 SLT- ENG WMR r S E 0 N 23872 D U R F A C . 1.25 FROM S L C PROFESSIONAL ENGINEERINGDRAWINGS160 A,i. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF ROFESSIONAI ENGINEEITING R CSPOH SIDILITY SOLELY FOR IHE TRUSS COMPONENT OE SI GN SHOWN. THESUIIA81LIIY AND USE OF THIS s Naf` PACING' 24. 6" JREF- 1530352_Z02 CERTIFICATE OFAUTTTOROATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RES ONSI13ILITY OF THE BUILDING DESIGNER. PER ANSI/TPI I.1995 SECTION 2. X 1 May 2 1 kllb)/t - LIlaS/V - K-15 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. INIb UNU PRtPARtU FRUM LUMPUItR INPUT (LUAU) a UIFTt NJIUNJ) JUOMIIItU OT IKU33 MILK. 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 1-98, 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. 4X8= 2X4 III 3X8= 2X4- T 2-2-3 10-0 9-4-0 2X4 (A1) i-4-off a tE 9-0-0 _L - 1 12-3-0 BJ If 12-7-0 8-8-0 21-3-0 Over 2 Supports R=854 U=291 W=8" R=800 U=264 W=4" PLT TYP. Wave TP195 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 LPI 20.0 P S F R E F R 3 5 2-- 9 3 2 9 IINSi1TU TE.RESBJ DOOHOFp 90 DR MAN SUI TC 200TAMAOISONxDRBR AC S77I9). PUF OR SSAFCBY IpAC11CCSUPR IORAIO PCRFORMING 1HCSE FUNCTIONS. UNLESS OTHERWISE .NOT AIID. TOP CHORD SHALL MAYE PROPERLY ATTACHED I.. //"" ZIF1 '••;/ T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SMALL NAVE A PROPERTY ATTACHED RIGID CEILING. DRW SLTUSR352F200FTRUSSDIVESIONIMPORTANT* FURNISH FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1110"4Zio4 ; CBCDL10.0 PSF 2722 SOUTH APOPKA BLvD. PRODUCIS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TR US SCS IN CONFORXANCE WITH TPI: OR FABR ICAIING. HANDLING. SHI/ING. INSTALLING AND 1 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH A PLICABLE IR OYIS IONS OF NDS INATIONAL 0ESIGR 7R j IBC. L L 0.0 P S F S L T - E N G WM RAPOPKA. FL 32703 SPECIFICATION UBLISHED BY THE AMER ICAN FOREST AND PA ER ASSOCIATION) AH0 TPI. AL INE STATE GF Q S E O N- 26972 407.299 1 522 ORS i0 A L T O T. L D. 37.0 P S F FAR: 407-299-9153 EACHEFACESOFRTRUSS. ANDZUNLESSTOTHERWISEALOCATED ONETHISEDESIGR. POSITION CONNECTORSNPE VO p10(/ DUR. fAC. 1.25 FROM Af DRAWINGS160A7. THE SEAL ON THIS DRAWING IND IC ALES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING R CSPO NSIBILITY SOLELY FOR TNC TRUSS COMPO NENI DESIGN SHOWX 1XE SUITABILITY AXD USC OF THIS VV SPACING 24.0" JREF- 1530352_Z02 CERTTFICATE OFAUTHORDATION 09218 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 SCPARTICULARCTION2. t61103/1- - L4105311- - K-iolcrl_l TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x6 SP #2 :B2 2x4 SP #2: WEBS 2x4 SP #3 :W5 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.46 to 54 PLF at 7.00 TC From 113 PLF at 7.00 to 113 PLF at 12.58 TC From 54 PLF at 12.58 to 54 PLF at 20.67 BC From 4 PLF at -1.46 to 4 PLF aL 0.00 BC From 20 PLF at 0.00 to 20 PLF at 7.00 BC From 44 PLF at 7.00 to 44 PLF at 12.58 BC From 20 PLF at 12.58 to 20 PLF at 20.67 BC 446 LB Conc. Load at 7.00 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X8= InIJ UWU rnEr LU Hurl twn -. -1 - , ,-11 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.O_g_nai1s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 3X4= 3X6= 2X4III 2X4 (Al) = ".' ,,, L1-4.(?;,j 9-4-0 7-0-0 13-8-0 BIN 12-7-0 8-1-0 20-8-0 Over 2 Supports ') R=1407 U=603 W=8" R=1112 U=615 W=4" PLT TYP. High Strength, Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 1 R Scale 3125" Ft. WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND RACING. REFER TO NI.." (HANDLING INSTALLING AND BRACING). PUBIISHEO BY TPI (TRUSS PLATE RATy- F•L T C L L 20.0 P S F R E F R 3 5 2-- 9 3 3 0 INSFITUTIN 50O D'ONOFRIO DR . SUITE 200, MADISDN, WI T07 CH FOR SAFETY PRACTICES PRIOR TO P CRF ORMING THESE FUNCiiONS UNLESS OIHCRWI ISINDICATED, TOP CHORD SHALT HAYE PROPERLY AiiACHED Cl IFICw V/ ir_ 'T (' j V T L. D L 7.0 P S F DATE 0 5 / 2 3 / 0 3 S M YTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING f 111e.42704 ROOF TRUSS D1v61oN IMPORTANT•• FURNISH A CO Y OF IHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 SL1 -ENG WMR2722SOUTHAPOPKABLVD. APOPKA•FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WITH A PLICABLE PROYISIONS OF NOS (NATIONAL DESIGN l OFl BC LL 0.0 PSF 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER IC AN FOR CST AND APER AS SO CIATIONI AND TP 1. ALPINE CONNECTORS ARC MADE OF 20GA ASTM A65O GRAD GALV. SfCCL. EXCEPT AS NOTED. APPLY CONNECTORS TO jA `.,OR,.' TOT. LD. 37.0 PSF SEON- 26974 FAT(: 407.2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R F A C 1.25 FROM S L/• 1. DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AY 4Lc PROFESSIONAL ENGINEERING ItE 5P0 US IBIL STY SOLELY FOR THE TRUSS C0HPON ENT DC 5I GN SHOWN THE SUITABILITY AND USE OF THIS SPACING SEE ABOVE JREF- 1530352_Z U2CERTIFICATEOFAUTHORIZATION#9218 COMPONENT ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '03ARSIJTPIFORCPARTIPARTICULARS X Ic iuSir - Mbt)/r - K-cul TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 5X4= 0-5-3 IHIS UWG PHLFAHLU HKUM GUMPUItK INPUI (LUAUS b UIMtNJIUNJ) JUDMIIItU CT IKU» MGK. 120 MPH WIND, 10.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-8-4-8-0-0 2X4(A1) L 9-10-0 _1_ 9-2-8 _I 19-0-8 Over 2 Supports R=716 U=213 W=6' R=694 U=209 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:6 FL 1 R - Scale =.375" Ft. WARNING TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M T C L L 2 0.0 P S F R E F R 3 5 2 9 3 3 1BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T I (TRUSS PLATE INSTITUTE. SBJ D'ONOFRIO OR .. SUIiC 200. HADISDN. NI 53119). FOR SAFETY PRACTICES PRIOR 10 ZIFI • . P CRFORMING IHC SC FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAY PROPERLY ATTACHED f• „ * . T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t V (C% IMPORTANT;,. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED i N0. 42704ROOFTRussDIvisioN*: * _* BC DL 10.0 PSF DRW SLTUSR352 OOUC TS. SHALL NO BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE f0 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND APOPKA. FL 32703 BRACING OF IRUSSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S. STATE OF .•ttft BC LL 0.0 PSF SLT-ENG /WMR 407-299.1 522 SPECIFICATION PUBLISHED IT iXE AM ER IC AN FOREST ANO PAPER AISOCIATION) AND 1P1. ALPINE S L I FA%: 407-299.91 53 CONNECTORS ARE MADE OF 20GA AST" AGSJ GRAD GAL'. STEEL. ETCE T AS NOTED. A PLY CONNECTORS 10 ,c ..l O R%'D... TOT . L D . 37.0 P S F S EON - 3608 0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS III A 2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING SPoIVAI.E OUR. FAC. 1.25 FROM AF RESPONSIBILITY SOLELY FOR THE TR UTS COH'ONENI DESIGN SHOWN THE SUITABILITY AIID USE OF THIS CERTIFICATE OFAUTHORIZAT10H 0921E COMPOTENTSFOR ANY SE PARTICCTION ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 'U,) SPACING 24.0" JREF- 1530352_Z02 LZ16WI- - K-el) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #1 Dense WEBS 2x4 SP #3 Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 2X4 (Al) Ems Tniz unu rnCYMMLv rmum Lvi—viC" —r— LLV— 0 U11-1 1-1 —uii i —111n, .. 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. J j-4-? I 10-0-0 I 9-2-8 I 19-2-8 Over 2 Supports R=807 U=291 W=8" R=696 U=204 i 0-8-18-0-0 T PLT TYP. Wave TPI 95 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R Scale 3125" Ft. WARNING" TRUSSES RCOUIRC EITREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND R,qy T C L L 2 0.0 P S F R E F R 3 5 2-- 9 3 3 2BRACING. REFER TO H16-91 (HANDLING INSTALLING AND BRACING). UBLISNED RY TPI (TRUSS PLATE MST ITUIE. SBJ D'ONOFRIO DR., SUI IE 200. MADISON, WI 5J 719I. FOR SAFETY PR ACiICCS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTH CRWISE INDIC ATEO. TO CHORD SHALL HAVE PROPERLY ATTACHED tIFI •• TC DL 7.0 PSF DATE 05/23/03 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3 tfVNO.42704IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j BC DL 1D.0 PSF DRW SLTUSRJ52ROOFTRUSSDIVISIONPROOUCTS. INC. SHALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URC 10 SLT-ENG WMR2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE NIT" IP I: OR FABR ICAIING. HANDLING. SH"PING. INSTALLING AND BRACING OF TRUSSES. IHIT DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T 2 t STATE OF BC LL 0.0 PSF APOPKA. FL 32703 4O7.299 1 522 SPEC IF (CAT ION PUBLISHED BY TNC AMER IC AN fORCSi AMD PAPER ASSOCIATION( AND TPI. ALPINE"' P C DHNE CIORS ARC MAD[ OF 2DGA ASIM A65J 6RA0 GAL r. ST[[l, nCEPT AS N0T[0. APPLY CONNEC TORT TO 0 R10,..• . TOT AD. 37.0 PSF SEON- 33888 FAX: 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DUR.FAC. 1.25 FROM ADRAWINGS160A -I. THE SEAL ON THIS DRAWING INDICAICS ACCCPIANCE OF PROFE SSIORAL ENGINEERING PROFESSIONAL ENGINEERING RC SFO NSIB ILITY SOLELY FOR THC TRUSS COMPONENT OC SI GN SHOWN. THE SUITABILITY A USE OF INIS SPACINQ 24.0" JREF- 1S30352_Z02CERTIFlCATEOFAUTHORRA71omU9216COMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER May 23 '03 ANSI/TPI 1-1995 SECTION 2. 1 1 IeIt55/F - LZ1t5S/F - KZZ IHI5 DWG PREPARED hRUM CUMPUIER INPUI (LUAUS 6 DIME" IM,) SUUMIIItU UY IHUJJ Mt:K. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 5X4= 6( U lu 1 1] 0 2X4(A1) 1— 2-8-0 _1_ 7-11-0 _I 10-7-0 Over Continuous Support R=108 PLF U=26 PLF W=10-7-0 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT 11,EXP 8). 15.00 FT MEAN HGT,ENCLOSED. BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. T 1-8-3 8 0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI95 R Design Crit: TPI STD 6.10 OTY:1 FL 1 R Scale 375" Ft. WAR NI NG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND M M, T C L L 30.0 P S F R E F R 3 5 2-- 9 3 3 3NRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING). PUBLISHED By T I (TRUSS PLATE I NSTITU iC. SB] D'ONOFRIO OR.. SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED RA7jy t IFI '••`•. V T•. T C DL 15.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.Vr DRW SLTUSR352ROOFTRUSSDIVISIONIMPDRTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t No.42704 BC DL 10.0 PSF 2722 SOLTTm APOPKA BLWD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIAIION FROM THIS DESIGN; AIIY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH iPl: OR FABRICATING. HANDLING. SHIPPING. INSTALIING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS YI IN APPLICABLE PROY15ION5 OF NOS (NATIONAL DESIGN STATE OF tQ` B C L L D D P S F S L T - E N G / WM R 407- 299.1 522 SPECIE ICA'ION UBLISHED BY THE AMER IC AM FOREST AND PAPER ASSOCIATION) AND 1 I. AIIIME CONNECTORS ARC MA0, OF All. A653 NOTED. 1.(. A T 0 T L O 55.0 P S F S E 0 N 18575 FAx: 407-299-9153 IDEA GRAD GALV. STEEL. EXCEPTAT APPLY CONNECTONS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 0 R1Q / Q'•. . •' t• DUR. FAC. 1.33 FROM. AF PROFESSIONALENGINEERINGDRAWINGS 160 A-2. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR IHC TRUSS COMP0 MCNT DESIGN SHOWN. THC SUITABILITY AND USE OF THIS A`{', CERTIFICATE 0FAUn40FUzATION 09218 COMPONENT IOMPONET1 FOR O99ANY SC PARTIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 SPACING 24.D" JREF- 1530352_Z02 io:))P - LfiEs:))T - K-[v Inla unu rKcrnncu rnun L.Vnrulr_M Inru1 EL-VAu3 01 VlnC"alV"a) auDnl IICU 01 IMU33 nrn. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 3-2-7 4X8= 2.5X4 120 MPH WIND, 16.11 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<1-4.8YE1-7-0->j 0 I1 1.4.8Y L< 5-1-8 _I_ 5-1-8 J 10-3-0 Over 2 Supports R=504 U=342 W=3.5" R=421 U=273 W=3.5" 3-2-7 0 PLT TYP. I -lave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 1 R Scale 375" Ft.' WARNING' TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BR 4CING. REFER TO HIB91 (HANDLING INSTALLING A11D BRACING). RUBLISHCO BY T I (TRUSS PLATE I NSTITU T C. 5BJ O'ONOFIT ID DR., SUITE 200' MADISO N, VI 5J T 19). f0R SA F CTY PRACTICES PRIOR TO PERFORMING THESE fUNCIIONS. UNLESS OIHC0.VISC INDICATED, IEO, 10 CHORD SHALL HAVE P0.0PCRLY ATTACHED`G STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO tIF1 ••. l ND. 42%4 Z FL T C T C B L L D L L 20.0 7.0 1D.D P S F P S F R E F R 3 5 2-- 9 3 3 4 S MYTH LUMBER CO. F200FTRUSS DIVISION DATE 0 5 / 2 3 0 3 SLiUSR352 S L T - E N G WM R2722SOUT" APOPKA BLvD. APOPICA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIRFING, I'S TALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NAIIDNAL DESIGN STATE OF r4 AA BC L L 0.0 D P S F 407-299-I522 FAX: 407.2999153 SPECIFIUTION PUBLISHED BY IHE AMERICAN FOREST ANO PAPER ASSOCIATION) AND IP1. AL INC CONNECTORS ARC MADE OF 20GA ASTM A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO C ACH FACE OF TRUSS. AI10 UNLCSS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER 0R1OP••V S ONALE TOT. LD. 37.0 PSF SEON- 26992 DUR.FAC. 1.25 FROM SFPROFESSIONALENGINEERING DRAWINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0.E SPOMSIB IL ITV SOLELY FOR THE TRUSS COMPONENT DES16N SHOW NO. THC SU ITAB ILITV AND USE OF THIS SPACING'' 24.0" JREF- 1S30352_Z132 CERTIFICATE OF AUTHORIZATION 99218 COMPONEITT FOR ANSC PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING X DESIGNER. PER May 23 '03 luSiF - ZZ18t)1V - K-z5 TH15 DWG PREPARED FROM COMPUTER INPUT (L(FDS S DIMENSIONS) SUBMIIIEU BY IRUSS MtK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 3-2-7 5X4= 2.5X4 = 2.5X4= 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 16.07 FT MEAN HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. e 2X4sa L<1-4.8>J<1-3-8>j 0.11.8 1.4.8Y 1— 5-1-8 _1_ 5-1-8 1 ige 10-3-0 Over 2 Supports R=488 U=245 W=4" R=445 U=225 W=4" 3-2-7 0 PLT TYP. Wave TP195 R Design Crit: TPI STD 6.10 0TY:1 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M /Qp8RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF R E F R 3 5 2-- 9 3 3 5 INSTITUTE. 583 D'OROFRIO DR.. SUITE 20D. MAD SON. WI 53719). FOR SAFETY PRACTICES RIOR TO •t lF1•••'Y PCRFoRMING METE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAY PROPERLY ATTACHED 'T.•;jA T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. tIC+ F ROOF TRUSS DIVISION ' IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t No. 42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NO i BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SovTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING. HAM ING. SHIPPING. INSTALLING AND 7{ t APOPKA,FL 32703 BRACING OF IRUSS ES. ' THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF BC LL 0.0 PSF SLT-ENG /WMR 407 299-1522 SPECIFICATION PUBLISHED BY THE AMER ICAN FORESI AND PAPER ASSOCIATION) AND TPI. ALPINE Q,•• Co. NC C TORS ARE MADE OF 20GA ASTM AG53 GRAD GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO O R,O .• TOT . L D . 3 7.0 P S F S E 0 N - 27048FAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER np V••••••'~ PROFESSIONAL ENGINEERING DRAWINGS IGO AI. THE SEAL ON THIS DRAWING INDICATES ACCEPIANCE OFPROFESSIONAL ENGINIERING NAIL DUR.FAC. 1.25 FROM SFRESPONSIBILITYSOLELYFORTHETRUSSCONP0NCNTDCSIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFTC:ATEOFAUTHORIAT7ON#9218 COMPONENT ANYSCCTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May .23 '03 SPACING 24.D" JREF- 1530352_Z02 ir— — —Cc ww rD LZ18S)/V - LL12S9/1- - K - Lb - - ---.._..-- TOP CHORD 2x4 SP #2 120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3-2-7 5X4= 5X4= 2.5X4 2.5X4 L<1.4.8Y<1-7-0 0.11-0 1-4.8>J 1 2-11-8 _1_ 4-4-0 _1_ 2-11-8 J 10-3-0 Over 2 Supports - Do 'J R=504 U=345 W=3.5' R=421 U=276 W=3.5' 3-2-7 0 PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft. YARNING•• TRUSSES RCOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20 . 0 P S F R E F R 3 5 2-- 9 3 3 6 BRACING. RCFCR TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY IPI (TRUSS PLATE I NSTITU iC. $BJ O'OMOFRIO OR .. SUIfC 200. MAOISON, VI SJ719). FOR SAFETY IRACfIC ES PRIOR f0 'pp•(IF1'•, PERF OIT NG THESE FUNCTIONS. UNLESS OTHERWISE IND ICATCD. TOP CHORD SHALL HAVE PR OPCRLY ATTACHED ` rr- ••. T C D L 7. 0 P S F DATE 0 5 2 3 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. lo / / ROOF TRUSS DIVISION IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f N0.42%O4 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BC RES ONSIB LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDIING. IMIP IHG. INSTALLING AND 1 J APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP LICABLE PROVISIONS OF IIDS (NATIONAL DESIGN STATE OF BC LL O.O PSF SLT-ENG /4JMR S PCCIF ICAf10N PUBLI SNCD BY THC AMER ICAX FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE L 407.2931522 CONNECTORS ARC MAOC OF 20GA ASTN A61 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO OH1o•'' v TOT. LD. 37.0 PSF SEON 27002 FA)C 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER` PROFESSIONAL ENGINEERING DRAWINGS 100 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Al. {• D U R . F A C . 1 .25 FROM SF R(SPON SIB ILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN INOWN THE SUI TAD II ITV AND USE OF THIS CEFMFlCATE0FALrnf0FNzA' noN#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THC RESPONSIBILITY OF IHE BUILDING DESIGNER. PER May 23 '03 SPACING 24.U" JREF 1S30352_ZO`L ANSI/ TPI 1.1995 SECTION 2. ZZIUVI- - MdVV - K-0 INIJ UML, FKtF'AKtU I-KUM LUMFUItK INHUI (LUAU) 5 UIMiNJ1URJ) ZoUDMIIItU 07 IIIu JJ nrn. TOP CHORD 2x4 SP #2 :T2 2x4 SP SS Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 1#1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. 3X6 (A1) 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 5X6= 2X4I- 2X40 T2 6 r- —I 6 8-0-0 2.5X4YA= 2.5X4 3X6( A1) Li- 4-off 1— 7-0-0 _I_ 6-0-0 _I_ 7-0-0 _I 20- 0-0 Over 2 Support R= 1521 U=613 W=8" R=1433 U=554 W=8" PLT TYP. Wave TPI95 Design Crit: TP1 STD FLBC 6.10 OTY:1 FL 1 R Scale 3125" Ft. MARRING•• 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 NSIIIVTC. SBD D'ONOFRIO DR.. SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR 10 11 THE SC FUNC 110 NS. UNLESS VIIIRWISE INDICATED. i0 CHORD SHALL HAYE PROPERLY ATTACHED M M. tIFI 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-- 9 3 3 7 DATE 0 5 / 2 3 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIG IO CEILING. 3`p DRW SLTUSR352 ROOFTRUSSDIVISIONIMPORTANT-'. FURNISH 4 COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L f No.42%Q4 BC DL 10.0 PSF 2722 SOUTH APOPKA BLvn. Pp ' DUCTS.INC. SHALL NOT BC RESPONSIBLE FOR ANY DIYIATION FROM THIS DESIGN. ANY FAILURE TO i S L T - E N G WM R BUILDTHETRUSSESINCONFORMANCEW17HTPI: Op FABR IC A T IIIG. HANDLING. SHIPPING. INSTALLING AND TRUSSES. THIS DESIGN WITH APPLICABLE PROVISIONS NOS DESIGN B C L L 0.0 P S F APOPKA, FL. 32703 407. 2991522 BRACIN6 OF CONFORMS OF (NATIONAL S ECIFICATI ON UBLISHED BY THC AMER ICAN FOREST AXD AP ER ASSOCIATION) AND TPI. ALINE STATE OF S' OR`OP• CONNECTORSAREMADEOF20GAASTXA653GRADGALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I TOT. LD. 37.0 PSF SEON 27005 FAX: 407-2-9991 53 EACH FACE OF TRUSS, AND UNLESS OTHERNI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DUR. FAC. 1 FROM AF DRAWINGS160AI. IHE SEAL ON THIS DRAWING INDICATES ACCEPIANCC OF PROFESSIONAL ENGINEERING SpYNA PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHCiRUSSCOMPONENTOESIGNSHOWN. THC SUI TAB 17Y AND USE OF THIS 25 SPACING SEE ABOVE JREF- 1S30352_Z02 CERTIFICATE OFAUTmORLEATION Y19218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 ANSI/ TPI I.1995 SECTION 2. LIIUtTIV - LLltfS/Y - K-05) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 5X4= InIJ unu YMCYMnLu rnun LunrUiLR Inrul LLVnUJ ILU Ul — in 120 MPH WIND, 10.23 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2X40 2X4 6 F— —1 6 jzI 8-0-0 r;Xln= 2X4 (Al) 2X4 (Al) = 11.4-0IJ L 9-0-0 1 2-0-0 I 9-0-0 1 le 20-0-0 Over 2 Support R=825 U=286 W=8' R=736 U=204 W=8' PLT TYP. Wave TPI95 Design Crit: TPI STD FLBC 6.10 OTY:1 FL 1 R Scale 3125" Ft. YARNING•' TRUSSES REOUIRC CETREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB.9I (HANDLING INSTALLING AND BRACING), UBLISNCD BY TPI (TNUSS LATE M T C L L 2 0.0 P S F R E F R 3 5 2-- 9 3 3 8 I NS[IIU T E. SB] 0.ONOFR 10 OR.. SUITE 200. HApISD N. VI 51119j. FOR SAE TY PRACTICES PRIOR TO HEOPERfONMINGINCSEFUNCTIONS. UNIC SS OTHERWISE IND SEATED. SOP CHORO SNAIL HAVE NO PEN IY ATTACKED STRUCTURAL PANELS. BOTTOM CHOND SHALL NAY[ A PROPERLY ATTACHED RIGID CEILING IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 IH[ INSTALLATION CONTRACTOR. ALPINE ENGINEERED PN ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WI TN APPLICABLE ROYISIONS OF NDS (NATIONAL DESIGN P[(IF ICAlIOH PUBIS SHED BY THC AMER ICAN FOREST AND PAPER ASSOCIATION) AM0 TPI. ALPINE ACHEFACCSOFRTRUSS. AND UNLCSSTOIHERVISEALOCATED ONCTHISCDESIGN. POSITION CONRECTORSNP[RORS TO TIFS"Q j N•42704 ,' y : _ 7f ttSTATEOF rR,OP•(j T C D L BC DL BC L L TOT. L D. 7.0 10.0 0.0 37.0 P S F PSF P S F P S F DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. RooFTRussDrv[s1oPE 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407.299.1522 FAX: 407-299-9153 DRW SLTUSR352 S L T - E N G / WM R S E 0 N- 27050 D U R . F A C . 1.25 FROM A F PROFESSIONALENGINEERINGORAWIIIGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELV FOR TNC TRUSS COMPO NENI DESIGN SHOWN. THC SUITABILITY AND USE OF THIS N f O TPo. I`\ I,N` SPACIN! T' 24.0" YJREF- 1530352_Z U2 CERTIFICATEOFAun10RT7ATTON09218COMPOIIENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. May 23 L,10it - cciu5ir - VI) INL) UMU PKtNAKtU I-KUM LUMPUItH LNHUI (LUMU3 6 UIVItN3IUN3) 3UOMllitU OT IKU33 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F-- 2 X 4 111 2X4 ( D1) 12- 4-3 2 X 4 III 2- 8.0 Over Continuous Support R= 70 PLF U=67 PLF W=2-8-0 120 MPH WIND, 13.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 OTY:2 /FL 1 R - Scale =.375" Ft. ARNING- TRUSSES REOUIRC EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M M R T C L L 20.0 P S F R E F R 3 5 2-- 9 3 3 9 BRACING. REFER 10 H,8-B1 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ''AA--// IN NSTITUIE. SB7 O'ONOF010 DR.. SUITE 200. MAD ISO N. WI 57719(. FOR SAFETY PR A[TIC CS PRIOR TO SIFT ''•`•- PCRFORMINGTHESEFUNCTIONSUNLESSOTHERWISEINDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ; ( C"4r T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANEIi. BOTTOM CHORD SHALL HAVE A ROILRLY ATTACHED RIGID CEILING. -3 ! F % ROOF TRUSS IVISION IMPORTANT•' FURNISH A COPY OF IHIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f Ne.42704 BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS, INC. SHALL NOT BC RCIPONS I8LE FOR ANY OEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 C 2722 SOUTH APOPKA BLVD. BUILD IHE TRUSSES IR CO Nf OR NANCE PITH TPI: OR FABNIC AT ING, HANpL ING, SNI ING. INSTALLING AND 7C APOPKA, FL 32703 BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 STATE OF ( BC LL 0.0 PSF SLT-ENG /WMR 40407- 29 -91 CON" EC70RSION AREPUBMADEOFDBY 2TGAIHE ASTMMA653ANFORESTAND P GRAD GALV. STEEL. EXCEPTIASINOTED. TAPPLYALPINE CONNECTORS TO vv FAX: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN- POSITION CONNECTORS PERDRAWI..Re,O..• TOT. LD. 37.0 PSF SEON- 35549 RING PROFESSIONAL ENGINEERING RESPONSIBIGS ' L/IY SOLCLYTFORSIHE EAL 1RUSSICOMPONCNG TIES GNTSHOWNCEPTAIH SUIIAOIL ITYOANO USENAL IOFETHIS IVAL D UR . F A C . 1.25 FROM R H CERTIFICATE OFAUT110RIZAT10N 49218 COMPONENT IFOR ANY SCPARTIPARTICULAR BUILDING IS THERESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 SPACING 24.D" JREF- 1530352_Z02 Lzlo:)2r - [C1O7Yr - ve) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6 F— D1) 11-4-3 2 X 4 III 4.8-0 Over Continuous Supportj R=74 PLF U=39 PLF W=4-8-0 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, 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:1 FL 1 R - Scale =.375" Ft. WARNING' • TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSUlLIN6 AHD BRACING). PUBLISHED BY T I (TRUSS PLATE T C L L 2 0.0 P S f R E F R 3 5 2-- 9 3 4 0 INSTITUTE. SB7 D'ONOFRIO OR .. SUITE 200. MAD ISON, NI 57 T19). FOR SAFETY R ACTICCS Pq TOR 10 P CRF ORNIN6 THESE FUNCTIONS. UHLE SS OTHERWISE INDIC AI(D. TOP CHORD SNAIL HAYC PROPERLY ATTACHED STp UCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT'• FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOI BE RES PIT $ISLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 PIFI 'w••, r/ 3 ! r••, G f No.42704 T C BC D L DL 7.0 10.0 P S F PSF DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 SLT-ENG WMRSPCCIFICATION 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 FAX: 407-2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WIIH ""'CABLE PROVISIONS OF NDS (NATIONAL OE IGN PUBLISHED BY THE AMER ICAN FOREST AHO DA ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A A$iM A65J GRAD GALV. $TELL. CXCEDT AS NOTCO. APPLY CONNECTORS TO EACH FACE OF IR USS. AND UNL CSS OTHCRVISC LOCATED ON THIS DESIGN, POSITION CONNECTORS ER 9,$t STATE &F Jle y% ti. • 407.2991522 OR% C EV PROFESSIONAL BC TOT.LD. LL 0.0 37.0 PSF PSF SEON- 35552 DUR.FAC. 1.25 FROM RHENGINEERING CERTIFICATE OF AUTT40RVATION 119216 DRAWINGS 160 A-2. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIIIG 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. 1 VVNAI May 23 •03 SPACING 24.b" JREF- 1530352_Z02 tcIuSir - IeIt5n/V - vs TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 10-4-3 2 X 4 III 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 IH15 UM6 PREPARED FROM COMPUIER INPUT (LVAUS 5 UIMLN51UN5) bUBM111EU BY IMUSJ M 120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 awgua, OTY:1 FL 1 R - Scale =.375" Ft. NARNIHG'• TRUSSES REOUIRE EiTRFME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. RCf ER TO HI8-91 (HANDLING INSIALLIRC. AND BRACINGI. UBLISIIED BY T I (TRUSS LATE INSTIII, SB7 D'ONOFRIO DR .. SUITE 200. MA 'SO NI SJT19). FOR SA FF TY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE RO ERLY ATTACHED M• pI•Q'j'- IFI(• t ( "Y.•.•e 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-- 9 3 4 1 DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING f!! DRW SLTUSR352ROOFTRuSSDFv1S1oNIMPORTANT•• FURNISH A COPY OF THIS DCSIGII 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ND. 42704 ' BC DL 10.0 PSFPRODUCTS, IIIC. SNAIL NO BE RESPOIISIBLC FOR AMY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SLT-ENG WMR 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP LICABLE PROVISIONS OF LIDS L t STATE BC LL 0.0 PSFAPOPKA. FL 32703 407.299.1 522 NATIONAL DESIGN SPECIFICA110N PUBLISHED BY THE AM[RICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE co"NCC TORS ARE MADE OF 20GA ASIM A657 GRAD GAL V, STEEL, EIC EPT AS NOTED APPLY CONNECTORS TO OF 1.A• PfORIQ TOT. L D 37.0 P S F S E 0 N 33926 FAx: 407-2999153 EACH FACE OF TRUSS. AND UNLESS OIHCRWISE LOC ATCD ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-E. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING q'N••r• '• NA PROFESSIONALENGINEERINGR CS ION SI BIL I TY SOLELY FOR THC TRUSS COMPONCNI DESIGN SHOWN, THE SUII A81LIIY AND USE OF THIS D U R F A C . 1.25 FROM R H CERTIFICATE OF ALMfC)RVATION a9218 CN51/TPITIf/995NSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 'U SPACING 2 4. D" J R E F- 1 S 3 0 3 5 2_Z 0 2 ctI15ti/1- - LZI?5/1- - vv) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 2X4 III 6 F D1) = 9-4-3 2 X 4 III 2 X 4 III irE —8-8-0 Over Continuous Support R=74 PLF U=32 PLF W=8-8-0 120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI95 R Design Crit: TP1 STD FLBC 6.10 0TY:1 1 R - Scale =.375" Ft. WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND ACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ O'ONOFRIO DR., SUITE 200. MAO ISOX. YI 5J719). FOR SAFETY PRACTICES ES PRIOR TO PER ORNING THE SC FUNCTIONS. UNLESS OTHCRWI SC INDICATED. TO CX0RD SHALL NAPE PR OPCRLY AT TACHCD STRUCTURAL PAIICLS, BOTTON CHORD SHALL MAA Pq0 ERLY ATTACHED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHAH NOT BE RESPONSIBIC FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO r= / tIFl 4••• C f(A r NO.42%4 1= S 1 7R S * 7 }E FL T C T C B C L L D L D L 2 0.0 7.0 10.0 P S F P S F P S F R E F R 3 5 2-- 9 3 4 2 DATE 0 5 / 2 3 / 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION D R W SLTUSR352 SLT-ENG WMR2722SOUTHAPOPKABwo. APOPKA. Fl- 32703 407.299-1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AIILICABLE PROVISIONS OF NO$ (NATIONAL DESIGN CONK EC TORSIARCPMADCSOFDZOGATASTMMA65JAGR40RGASLVANSTCELEgEICEPTIASIMOfCDND TP PIYACONNCCTORS TO STATE OF :` O R Ot ' BC TOT LL L D. 0. 0 37. 0 PSF P S F S E O N- 35567 FAX: 407-2999 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE IOCATCD ON THIS DESIGN, POSITION CONN[CIORS PER Ap' SPoNAI' D U R F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTNORQJLTION#9218 DRAWINGS 160 A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIREERING RESPONSIBILITY SOLELY FOR THE TRUSS CONP0 NE NT DESIGN SHOWN. THC SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. 1 May 23 '03 SPACING 24.0" JREF- 1S30352_Z02 141tS5/1- - IZIa5ir - v5 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 6 17— 5X4 = 2X4 III 2X4 (D1) 11-4-15 2 X 4 III 2 X 4 III 1_ 2-6-82-0-0 _I 4- 6-8 Over Continuous SuoDortl R= 74 PLF U=40 PLF W=4-6-8 THIS DWG PREPARED FROM COMPUTER INPUT (UTADS A DIMENSIONS) SUBMITTED BY IHU55 M4H. 120 MPH WIND, 12.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL= 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TPI95 R Design Crit: TP1 STD FLBC 6.10 OTY:1 FL 1 R - Scale =.375" Ft. BR• WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND ACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T 1 (TRUSS PLATE INSTITUTE. 580 D'ONOFR 10 OR.. SUITE 200. MAD SON, VI 53719). FOR SAFETY PRACTICES PRIOR TO ERFO TIMING THIS[ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING M. IFI "• . 1VVV/•• Q f` SJ % T C T 1. L L D L 20. 0 7. 0 P S F P S F R E f R 3 5 2-- 9 3 4 3 S MYTH LUMBER CO. DATE 0 5 / 2 3 / 0 3 DRW SLTUSR352 ROOFTRussDIvis10N2722 SOUTH APOPKA BLvn. APOPKA, FL. 32703 407- 299-1 522 FAx: 407-299-9153 IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHAH NOT BE RC SPONSIBLE FOR AXY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VI IN IPI: ON FABRICATING. MANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES THIS DESIGN CONFORMS WIiN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGIT CONN[ CTORSIARE MA0EPUIL SOFD20GATASIN A65]AGRAOTO RGALI- STEEL. ICE I ASINOTED. AND lAPPLYALPINE CONNECTORS TO EACH CAC[ OF TRUSS. AHD UNLESS OTHERWISE [OCATCD ON THIS DESIGN, POSITIOH CONNECTORS PER t No. 42704 1 f STATE OF Q/ A . r V j(yA('•..OR`0''*y/f BC B C TOT. DL L L LD. 10. 0 0.0 37.0 PSF P S F PSF S L T - E N G WM R SEON 35570 D U R F A C . 1.25 FROM R H PROFESSIONAL ENGINEERINGDRAWINGS110 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPIAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWM. THC SUIIABIIITY AMD USE OF THIS V/b/. a p- CERTTFIUTE OF AUTHORIZATION N9218 COMPONENT I F 1995NSC PARTICULAR BUILDING IS THE RCSP ONSIB ILITY OF THE BUILDING DC SI GN ER. CR May 23 SPACING 24.0" JREF- 1530352_Z02 4410:)/r - 44107/1' - YO TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC 6 f5X4= 2X4III 2X4III 2X4(D1) 10-4-15 2X4III 2X4III 2X4III h 2-6-8 _I_ 4-0-0 _1 6-6-8 Over Continuous Support R=74 PLF U=31 PLF W=6-6-8 120 MPH WIND, 11.19 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. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. NARKING " TRUSSES RCOUIRC CTIREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER 10 HIB 91 (HANDLING IBSIALIIIIG AND BRACINGI. rUBLISHCD BY TPI (TRUSS PLATE I NST IIUIC. 5BJ O'ONOFRIO DR., SUITE 200. HA X, WI 5J T19). FOR SAFETY PR ACTI[ES PRIOR TO PC FOR THESE FUNCTIONS. UXICST OTHERWISE INDICATED. 10 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 NO BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BVILO THE TRUSSES IPA CONFORMAIICE YIIH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF IR U5SE S. THIS DESIGN CONF ORHS vI1H A L IC ABLE PR OTISIONS OF NOS (NATIONAL DESIGN S EC If IC ATION PUBLISHED BY rHE AMER ICA II FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AStM A65J GRAD GALY. STEEL ELCCPr AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 1,2. IN'SEAL ON THIS DRAWING INDICATES ACCEPTANCE, OF ROFCSSIONAL CNGINEERIRG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M. A_ l9S tIFI C4*1- 1 C' i ND.4'2704 j 7C 7f 7C STATE OF OR% om {,{,," tom• a` j c vPoNA` `. 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 $ F R E F R 3 5 2-- 9 3 4 4 DATE 0 5 / 2 3 0 3 S MYTH LUMBER CO. RooFTRUSSDIVISION 2722 SOUTH APOPKA BLvD. APOPKA- FL 32703 40407.29 -91FAX: 407.299iJ 153 PROFESSIONAL ENGINEERING DRW SLTUSR352 S L T - E N G / WM R E 0 N - 35573 D U R . F A C . 1.25 FROM R H SPACINO 24.'0" JREF- 1S30352_Z62CERTIFICATEOFAUTIIORRATION#921B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIJTPI 1.1995 SECTION 2. May 23 lZibb/V - «1b51r - Vi HIS UNG PREPARED FROM COMPUIER INPUI (LU%US 5 UIDIENSIUNS) SU[SMIIItU HT IKUSS TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F— 5X4= 2X4III 2X4III 2X4 (D1) 2X4III 2X4III 2X4III 1_ 2-6-8 _I_ 6-0-0 _1 icz -8-6-8 Over Continuous Support R=74 PLF U=32 PLF W=8-6-8 9-4-15 120 MPH WIND, 10.19 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. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. NARNING'• TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND 8RACIIIG. REFER TO HIB•91 1HAN000G INSTALUNc AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PgACTICES PRIOR TO ZIFI(••./ Yr••C' T C L L T C D L 20.0 7.0 PSF P S F R E F R 3 5 2-- 9 3 4 5 DATE 0 5 2 3 0 3 SMYTH LUMBER CO. PERFORMING THE SC FUNCTIONS. UNLESS OTHEIIW ISINDICATED. TOP CHORD IHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, ROOF TRUSS IVISION BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. 4Z704lC . BC DL 1.0.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO i 1 =1 2722 SOUTH APOPMA BLvD. APDPMA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH T i: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND Bq AC ING OF iRUSSC S. THIS DESIGN CONFORMS WI TX APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF LQ"` Bl. LL 0.0 PSF SLT-ENG WMR 407.299-1 522 S EC IF ICAiION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE VVV O FAX: 407-29991 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALT. STEEL, EICEPI AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OT HERWI SC L0CA TED ON THIS DESIGN. TO SIT, ON CONNECTORS PER R1O .• v pp•••'•'• f` S YNII` T 0 T . L D . 3 7.0 P S F S E 0 N 35576 D U R F A C 1.25 FROM R H PROFESSIONALENGINEERINGDRAWINGS 160 A"l. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R ESPOHSIBIL ITV SOLELY FOq THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB ILIIY AND USE OF TNIS CERTIFICATE OFAUTIAORIZATIO14 09210 COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 '0,j SEPARTICULARSPACING 24.0" JREF- 1530352_Z02 TOIOL -Tr 7910E 717 _ L11 \ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-1 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7'-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L< i-10.10 T 9-10-13 _ I 9-10-1 Over 3 Supports R=400 U=223 W=8" 1 R1008 U=182 3-9-14 0 R=329 U=180 PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:5 FL 1 R - Scale =.375" Ft. WAR III NG•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND M M T C L L 20.0 P S F R E F R 3 5 2-- 9 3 4 6 BRACING. REFER TO HIB.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSIIIU TE. 5B3 D'ONOFRIO DR .. SUITE 200. MADISOx. YI I3719). FOR SAFETY RACTICCS PRIOR 70 '•lFl (••••, w ERFORMIHG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. lOP CHORD SNALL HAYS RODERIY ATTACHED ::(g „4.'.•CjS T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. 'BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V 0 %/ RYTH L MBERION '•IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CORTRACTOR ALPINE ENGINEERED iii ! N0.42704 BC. OL 10.0 PSF DRW SLTUSR352 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO * S = 1 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLING. SHIPPING. INSTALLING AND t A B C L L 0.0 P S F S L T - E N G / WM R APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF 407.299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ••• CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i •~j O RTC •• tT 0 T . L D . 37.0 P S F S EON - 27053 FAIL: 407.2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER'•••••r• PROFESSIONAL ENGINEERING DRAWINGS 160 A,2. THC SEAL ON THIS ORAWIIIG INDICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING ulyIVAII DUR.FAC. 1.25 FROM AF RES ONSIB IL ITY SOLELY FOR THE TRUSS CDMPO N[NT DESIGN SHOWN. THE S U I TAB ILIIY AND USE OF THIS CEITTIFICATEOFAUTIIORIZAYION09218 CC PONENI FOR ANY PAR IICULAR BUILDING IS THE RESPCNSIBILIIY OF THE BUILDING DESIGNER. PER May 23 ' 3SPACING SEE •ABOVE JREF- 1S30352_Z112 ANSI/ T I 1. 1995 SECTION 2 c[1tf5/r - c11tfSir - NI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 3-2-3 2 X 4 III L-c-1 - 11 - 5 -'- 4-2-15=3p 4-2-3 Over 3 Supports— { R=298 U=180 W=4" 16-4-3 R=8282 U=180 4-7-15 R=45 U=180 I NIZo UNU FKtrAKtu rKUM LUnrUItK INrUI LLUAU 3 U UInCNJIUn]1 JUDriI IIEu DI 1n J •I,r 120 MPH WIND, 15.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.35" DUE TO LIVE LOAD AND 0.05" DUE TO DEAD LOAD. PLT TYP. Wave TP195 R Design Crit: TPI STD FLBC 6.10 0TY:2 FL 1 R Scale =.375" Ft. WARNING— TRUSSES REDUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M T C L L 2 0.0 P S F R E F R 3 5 2 9 3 4 7 INSTITUTE. 583 D'OIIOFRIO DR., SUIIC 200, MADISON. WI 11119). 0. FOR SAFETY PRACTICES PRIOR 10 STRUCTURAL PANELS. BOTTOMSCHORDESHALLHHAVESA RO ERLYDATTACHEDDRIGIDACEILING,LL HAY PROPCRLY A1iACNCO TIFI••. fG • T C D L 7. 0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. DRW SLTUSR352 ROOFTRUSSDMSIONIMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED R ODUCTS. INC. SHALL NOT BE RCSPOMSIB L[ FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1ti No.42704 7C 1 BC DL 10.0 PSF SLT- ENG WMR 2722SOUTHAPovKABLvD. APOPKA. FL 32703 407- 299.1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF IRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIE IC ATIOW PUBLI SMCO BY TMC AMER ICAN FOR CSI AHD PAPER ASSOCIATION) AND iPI. AL ZINC CONNECTORS ARE MADE OF 20GA ASiM ASS3 GRAD GALY. STEEL. EICEPT AS NOTED. AP LY CONNECTORS TO L STATE OF t /Q WI• p. }l,/ R1oQIp'•••••'"• BC TOT. LL LD. 0. 0 37. 0 PSF PSF SEON- 24196 FAX 407-2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION C0NN CCT0RS PER D U R F A C . 1 . 2 5 F R 0 M SF PROFESSIONALENGINEERINGCER77FIGYE OF AUn10RIZATION$t9218 DRAWINGS 160 A•2. THC SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS C0APON EMT DESIGN SHOWN. THC SUITABILITY AND USE OF THIS ANSI/ TPI COMPONENT lFOR ANSE PARTICULAR BUILDING IS THE RESPONSIBILITY OF IN[ BUILDING DESIGNER. PER VNA May 23 '0,1 SPACING 24.0" JREF- 1S30352_Z02 c ia5ir c iu5ir ti IKla LINT, YKtYAKtLI rKUM L.UMFUILK INFU I (LUAU) a UIEILNZ.IUN3J UIOMIIItU DI IKuaa EIrK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L< i-4-011F 7-0-12 Ile 7-0-0 Over 3 Supports R= 363 U=197 W=8' 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 R 1063 U=180 3- 10-3 R= 73 U=180 PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:21 FL 1 R Scale 375" Ft. YARNING'• TRUSSES AEOUTAE (IfRCMC CARE IN FABRICATIOTI, HANDLING. SNIPPING. INSTALLING AND 0. Rqy T , L L 20.0 P S F R E F R 3 5 2-- 9 3 4 8 BRACING. REFER TO HIB•91 (HANDLING IRSTALI..G AHD BRACING). UBLISHCD BY T11 (T0.USS PLATE I NSIIiU TE. SB7 O'ONOFRIO DR .. IUITC 200. NADISON, YI T7119). FOA IAF ETY PR ACfICES PR 100. TO pTiFl •'''•. il- %`'• T C D L 7. D P S F DATE 0 5 2 3 0 3 S LUMBER CO. PC0. F ORNIXG IHC TE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SMALL HAVE IR OPERLY ATIACMCD M YTH ROOF TREISSDIVESION STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A IRO ERI1 ATTACHED RIGID CEILING. IMPORFANT•• FURNISH A COPY OF THIS BESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO rfG 444 S No• 42704 1 BC DL 10.0 PSF DRVI SLTUSR352 SLT-ENG WMR 2722 SOUTmAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND STATE OF . BC LL D.D PSF ApOPKA• FL 32703 BRACING OF TRUSSES. THIS OETIGN CONFOAN$ YI IH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 5 SEON- 24198 407.2991522407.2999153 CONWCCfORSIAR CEMADCSOF D20GATASTMNAG57ER AGRYOR GAlVE T Al15 TCCI D PA CREICEITIASINOT[DND 11 lYACONNEC TORT TO f tov`;FAX TOT . LD. 37. 0 PSF EACH FACE OF TRUSS• AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PERPROFESSIONAL DRAWINGS IGO AT.THE SEA[ Ox TNIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINECRIRG j. ENGINEERING RES ONSNBILITY SOLELY FOR THE TRUSS COMPO WENi OC SI GN SHOWN. THE SUI IABILI TY AND USE OF fH15 DUR FAC . 1. 25 FROM SF 1530352_Z02 CERTIFICATE 01FAUTIIORRATION#9218ANYBUILDINGISTHERESPONSIBILITYOFTHEBUILDINGDESIGNER. PER COMPONENT Mdy 23 '03 IFOR SCPARTICZUR SPACING24.0" JREF- cu25:)/r - LeIODIr - t[) 1 I ITIJ UNU rKtrAKtU rKUM L.UnruItM IMrUi ILUAUZ IY UInC11J IURJ) JVDnXiIcU of rn— —4p. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 3-2-7 2 X 4 III L<1-4-81 11 3-0-4--->j 2.11.8 Over 3 Su orts R=213 U=180 W=3" IC-4-4 R=55 U=180 4-8-3 R=34 U=180 120 MPH WIND, 15.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.04' DUE TO DEAD LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R - Scale =.375" Ft. B' WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND RACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 580 O'ONOFR IO Dq .. SUITE 200. MAOISON. WI 53719). FOR SAFELY PRACTICES PRIOR TO PCRF ORMING HIT SE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SH AIL HAVE PROPERLY ATTACHED M, t lFl (•• w l: (p "{r•. (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-- 9 3 4 9 DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. STR UC IUR AL AN ELS. BOTTOM CHORD SHAH HAVE A PR DPERLY ATTACHED RIGID CEILING. I 0 l j DR4! SLTUSR352ROOFTRUSSDIVISIONIMPORiANi•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L< N0.42704 ' Bl. DL 10.0 PSF 2722 SOUTH APOPKA BLvD. RODUCTS. INC. SMALL NOT BC RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 1 j 7C i BRACIIIG OF TRUSSES. 1NIS DESIGN CONFORMS WI.H APPLICABLE PROVISIONS OF NOS DESIGN l 8TATE OF B C L L 0 0 P S F S L T - E N G 4JM R APOPKA, FL 32703 NATIONAL SPECIFICATION PUBLISHED BY THE AN ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Ct Pf407-299.1 522 FAX: 407-299 9153 CONNECTORS ARE MADE OF 20GA ASTM A657 GRAO GAIY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS REST G.POSITION COIIN EC TORS PER y Rid r E (%p•Y••••'••• S`•' VNA T 0 T L D . 37.0 P S F S EON 27069 DUR.FAC. 1.25 FROM cSFDRAWINGS160A-2. THC SEAL ON THIS DRAWING INO IC ATES ACCE TANCE OF ROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING R[S ONSIBILITY SOLELY FOR THE 1RU SS COMPONENT DESIGN SHO YN, iHC SUITABILITY AND USE OF THIS SPACING 24.0" JREF- 1S30352_Z02 CERTIFICATE OF AUTHORIZATION Y19218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RCS ONSIBILITY OF THE BU ILOING OC SIGNER. PER ANSI/TPI 1-1995 SECTION 2. May 23 cuuaTr - cuts:)ir - UJ1 TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6I- 2X4 (Al) L<1-4.0 1.0.12 1-0-0 Over 3 Supports r 0 > 4 961804 9-4-0 U=180 R=247 U=275 W=8" PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:10 FL 1 R Scale 375" Ft. WARNING*' TRUSSES REOUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIBl1 (HAIIDLIIIG INSTALLING AIIO BRACING). PUBLISHED BY TPI (TRUSS PLAIC I xs TITUTE. seJ D•o NOFRIo oR .. SUITE zoo. MAo1SON. RI 5JT19). FOR SAFETY PRACTICES PRIOR To ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOMCHORD SHALL HAVE A RO ERLY ATTACHED RIGID CEILING. IHPORTANT•• FURBISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P RODUCIS. IqC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE f0 r 4t IFl/ 1 Plu. 4.1704 ' T C L L T C D L BC DL 2 0 .0 7.0 10.0 P S F P S F PSF R E F R 3 5 2- 9 3 5 0 DATE 0 5 / 2 3 0 3 S MYTH LUMBER CO. F200FTRU55 IV1S10N DRW SLTUSR352 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA. FL 32703 4o7-zs9152z FAX: 407.2999 1 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OYISIOHS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY OE SA IC AN FOR CST AHD PAPER ASSOCIATION) AHD iPi. AL INC CONNECTORS ARC NADE OF 20GA ASTM A65J GR AO GAL V. STEEL. EIC CI'i AS NOTED. APPLY CONNCC TORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECIORS PER l STATE OFl Q` O R,OPJ SPoIVA ° BC LL TOT AD. 0.0 37.0 PSF PSF SEON- 24363 D U R J A C . 1.25 FROM A FPROFESSIONALENGINEERING DRAWINGS 160 A,'. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IME SUITABILITY AND USE OF THIS SPACING' 24.10 JREF- 1530352_Z02CERTIFICATEOFAUTTIORIZATTON #9218 COMPONENT FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANs1.TP. 1..995 SECTION 2. May 23 '03 LZIuSir- - Lis IHIS UMG PRE PAREU hHUM LUMPUItR INPUI (LUAUS S UIMtNSIUKS) SUUMIIIELI UT IKUSZ. TOP CHORD 2x4 SIX #3 BOT CHORD 2x4 SP #3 PROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 = 4 4 R-47 U=]80 1-10-3 0 R=23 .U=180 Lc1-4-0- 1 - 3-0-12—>j 3-0-0 Over 3 Su orts R=234 U=180 W=8' 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:9 FL 1 R - Scale =.375" Ft. WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO XIB91 (HANDIING INSTAIIING AND BRACING). PUBLISHED BY TPI (TRUSS PLATET PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED INSIIiU TE. 6B] D'ONOF0.I0 D0. SUIfC 200. MADISON. WI 63719). FOp SAFETY Pp ACT ICES PRIOR 10etcl STRUCTURAL PANELS. BOTTOM CHORD $XALL HAVEA /ROPERLY ATTACHED RIGID CEILING. IHP0RTAN T•• FURNISH A COPY OF THIS DESIGN TO IHC INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. fS. INC. SMALL NO BEORE F00. ANY DCYIATION FROM TNIS DE516N; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: ON FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Sp t CONNECTORSIAREPMADCSHEOF020GATASTMMA613AGRAORGALYANSICELENEiCEPiIASION)NOTEDND TPI. APPLTACONHECTORS TO EACH FACE OF TRUSS. AND UNLESS OTH ER WI SC LOCATED ON IHIS DESIGN. POSITION CONNCCIORS ER 42% 4 STATE OF l S s R10to c` C TC BC BC TOT. L L DL DL LL L D. 2 0.0 7. 0 10. 0 0. 0 37. 0 P S F PSF PSF PSF P S F R E F R 3 5 2-- 9 3 5 1 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA. FL 32703 407- 299 1 522 FAX: 407.29991 53 DATE 05/23/03 DRW SL7USR352 SLT- ENG /WMR S E O N 24365 D U R F A C . 1.25 FROM c' JF PROFESSIONALENGINEERINGCER, nFic ATE OF AUT110RIZATION#9219 DRAWINGS 160 A-Z IHE SEAL ON IHIS DRAWING INDICATES ACCCPTAMCE OF PROF CSSIORAL CNGINEENING R ESPONSIBILIiY SOLCIY FOR THE IR USS COX am ENT D[SIGN SHOWN, THE SUITABll I1Y AND USE OF iN15 COMPONENT OMPONETlFOR ANY NSCPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ALL " May 23 '03 SPACING 24.0" JREF- 1530352_Z02 L41btl/V - LJJ(JIUtf)) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 6F— 0-6-11 F 2.5X4(B2) L<--2 - 7 - 1 2-->j 2-7-0 Over 3 Supports R=100 U=180 W=8" 1T10 4 i" R-64 U=180 1-10-3 9 R=27 U=180 InLJ UNU rn[rn LV nun n.ru. Lwnuo a •-w - I ,,,,.. 120 MPH WIND, 10.53 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCOL=5.0 PSF. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:1 FL 1 R Scale 375" Ft. WARNING' • IRBSSES REQUIRE ETTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 8RAC:NG. REFER TO HIB-91 (HANDLING INSTALLING AND BNACINGI. PUBLISHED BY TPI (TRUSS PLATE IN5111LITC, S83 D'O N OFAIQ OR., SUI IE 200, NADISQ II, vl SO]191. FOR SAF CiY IRACTIC CS PRIOR 10 PERFORMING THESE FUIICIIONS. UIILESS OTHERWISE INDICATED. TOP CHORD SHALL HAY( PRO ERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORFANF•• 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. IHIS DESIGN CONFORMS WITH APILICABLC PROVISIONS OF NOS (NATIONAL DESIGN S PCCIF ICAI TOM PUBLISHED BY THE AXER ICAN FOREST AND TAP C II ASSOC IAfION) AND TPI. ALPINE CON xECIORS ARE MADE OF 20GA ASTN AG53 GRAD GALV. STEEL- ETCE T AS VOTED. AP LY COXN[CTONS To QA_ i pt IF (:••, / 3 `(J- „Yr••. No 4Z704 STATE OF Q ti,IN P/ o0R10,.•' T C T C BC BC TOT. L L D L DL LL LD. 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF PSF R E F R 3 5 2-- 9 3 5 2 DATE 0 5 / 2 3 / 0 3 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLvD. APOPKA,FL 32703 407-2991522 ONSLTUSR352 SLT-ENG WMR SEON 24367 FAX: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHEAWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s NAIE D U R F A C . 1.25 FROM FPROFESSIONALENGINEERING CERTIFIGLTEOFAIITIORMAT10N092113 DRAWINGS 110 A-2. IXE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIORAL CRGINEERING R C SIO NSIB IIIIV SOLELY FOR THE TRUSS COXP00 Nf DC SI GN SXOYN, iHC SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2. May 23 '03 SPACINQ 24.0" JREF- 1S30352_Z02 41 1 4610D/r - [nDair - l,q) INIJ UNU PKtPAHtU rKUPI LUP1HUIt1( ITNYUI (LVAUJ 5 U1 tNJIUNJ) JUDPII I ItU DI IMUZ13 Mr-1%. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #2 6 F-- Al 4 4 2X4III R=-27 U=180 3 2-7 3-8-3 0 2 X 4 III L<1.4-8Y 0.11-8 Over 2 Supports r R=182 U=180 W=11.501" 120 MPH WIND, 15.07 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. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD. PLT TYP. Wave TPI95 R Design Crit: TPI STD FLBC 6.10 OTY:4 FL 1 R - Scale =.375" Ft. YARNING•• TRUSSES REOU IRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND e RACING. REFER TO HIB-NI (HANOL ING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBJ D'ONOFq 10 OR SUITE 200, .ADI SON, WI 5J719). FOR SAFETY R ACTICES PRIOR TO PERF OR.ING TH CSE FUNCTIONS UNLESS OIHERWI SC INDICATED. TOP CHORD SHAH HAVE PROPERLY ATTACHED Qq. IFI ••j`'•.'•7// 0 '1•'(' T C L L T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 9 3 5 3 DATE 0 5 / 2 3 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i V F DRW SLTUSR352ROOFIMPORTANT•• FURNISH A COPY OF IHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I No.42704 Bl DL 10.0 PSFTRUSSDIVISIONPRODUCTS. INC. SHALL NOi 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 71f STATE B C L L D P S F S L T - E N G WM RAPOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPC CIF IC All OII PUBLISHED BY THE A.CR IC AN FOR Esi AND PAPER ASSOCIATION) AND TPI. ALPINE OF Q S E O N 27076407-299.1 522 CO N II ECTORS ARE MADE OF 20GA AST. III, GR10 GALY STEEL. EXCEPT AS NOTED. APPLY CONNECTORS P}1. RI .•' R p'N••{••• r cTOT . L D . 37.0 PSFFFAX: 407-2999153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS D[SIG N. 05ITION CONNECTORS PER DUX. FAC. 1.25 FROM SFPROFESSIONALENGINEERING DR AWIXGS IGO A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFPROFESSIONAL ENGINEENING Sa+N. CER1IFIC: A7EOFAUISIORIZATION09218 RES ONSIBILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THESUI IABIL ITY AND USE OF iH15 COMPONENT IFOR 199ANYSEPARTIPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 'U SPACING 24.0" JREF- 1530352_Z02 LL107/1- - L07 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 -10-4 R=108 U=180 2-10-3 0 R=48 U=180 L<1-4-or- 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. PLT TYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 0TY:9 FL 1 R - Scale =.375" Ft. MARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND • T C L L 2 0.0 P S F R E F R 3 5 2-- 9 3 5 4BRACING. REFER TO HI8 91 (HANDLING IRSTALLING AND BRACING). PUBIISHEO SY iPl (TRUSS PLATE INSTITUTE. $07 D'0-OFRI0 DR.. SUITE 200. MADISOU. WI 57119). FOR SAFETY PRACTICES PRIOR TO ZIFIC,q•'• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. IOP CHORD SHALL HAYE ROPCRLY ATTACHED 3`r( . T C D L 7.0 P S F DATE 0 5/ 2 3/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. f NO.42%O4 IMPORTANT*' FURNISH A COPY OF THIS DESIGN 10 IHC INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 f BC OIL 10.0 P S F D R W SLTUSR352ROOFTRUSSDIVISIONPRODUcis, INC. SMALL NOT BE RESPONSIBLE FOR ANY OETIATION FRDM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABNICAIING. HANDLING. SHIPPING. INSTALLING AND STATE OF t APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF XDS (NATIONAL DESIGN f EC L L 0.0 P S F S L T E N G / 4JM R 407-299-1 522 5PICIFICAIIOX PUBIISHCD BY THE AMERICAN FOREST AN0 PAPER AS$OCIAIION) AND T 1. AL IIIE ( O R\OP;rCOMNECTORSARCMAOCOFTOGAASTXA657GRAO6ALY. SiCCI. EIC E 1 AS NO RD. APPLY CONI7CCTORS TO ••.,,,,.+ T 0 T . L D . 37.0 P S F S EON - 2436 9 FA): 407-299.9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED DR THIS DESIGN. POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS IlD A Z THE SEAL ON THIS DPAWING INDICATES ACCEPTANCE OF PROFESSIOUAL ENGINEERING SPoNaf` D U R . F A C . 1.25 FROM SF R ESPONS IB ILIfY SOLELY FOR THC TRUSS COMPONENT DESIGN $MOWN. IHC SUITABILITY AND U5I OF THIS CERTIFICATE OF AUTHORIZATION #921B COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER May 23 O3 SPACING 24.A0" JREF- 1S30352_Z02 ANSIlTPI 1.1995 SECTION :. 44-10DIr - L"J5p IUU)) IHIS UWU PREPAREU FROM COMPUTER INPUI (LUAUS S DIMENSIONS) SUBMIIIEU BY IRUSS TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 0-6-11 F 11 10-4 R=115 U=180 2-10-3 0 R=50 U=180 2.5X4(B2) I— 4-7-12 K 4.7-0 Over 3 Supports IR=174 U=180 W=8" 120 MPH WIND, 11.03 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. PLI IYP. Wave TPI 95 R Design Crit: TPI STD FLBC 6.10 QTY:1 FL 1 R Scale =.375" Ft. WARMING* ' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. RCFCR 10 HID•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE • T C L L 20.0 P S f R E F R 3 5 2-- 9 3 5 5 I HSTfTUiE. SB7 D'ONOFIIIO DR., SUITE 200. MAOIIO N. NI 53119). FOR SAFETY PRACTICES PRIOR TO tiff C4••. PERFORMING THESE FUNCTIONS. UNLESS DIMERXisE INDICATED. 1OP CHORD SHALL HAVE ROPERLY ATTACHED (r t• T C D L 7.0 P S F DATE 0 5 / 2 3 / 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. f t11e. 42704 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ROOFTRusSDrv1SION*; * BC DL 10.0 PSF DRW SLTUSR352 PRODUCTS. IXC. SHALL 101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS D[516N; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH T I: OR FABRICATING. HANDLING. SH IPPIMG. 111 ST ALL IMG AND 1• t /- APOPKA• FL 32703 BRACING OF TRUSSES. TMIS DESIGN CONFORMS WITH AP LICABLE PROVISIONS OF IDS (NATIONAL DESIGN S STAIG OF f BC LL 0.0 PSF SLT-ENG /WMR 407- 299•1522 SPC CIFICATI0 PUBLISHED BY THE AMER IC AI FOR CST AND PAPER ASSOCIATION) AND IP1. ALPINE t•.• 0 R1ot., FAX: 407.299.9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS NO7CD. APPLY CONNECTORS 10 ., ,.r• `_ TOT. LD. 37.0 PSF SEON- 24361 EACH FACE OF TRUSS. AID UNLESS OTHERWISE LOC ATCD ON THIS DESIGN• OIL T LOX CONNECTORS ER c PROFESSIONAL ENGINEERING DRAWINGS 160 A-I' THE SEAL II THIS OIAWING IMOICA TCS ACCEPTANCE OF PROFCS SIOIAL EIGINCERING D U R . F A C . 1.25 FROM J f RESPDXSIBIIITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORT2ATION 0921E COMPONENT 1FOR 995ANYSEPARTICULARBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER May 23 ,0 3 SPACING 2 4. D" J R E F- 1 S 3 0 3 5 27 D 2 ASCE 7-98: 120 MPH WIND SPEED, 80' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L' BRACE • I) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE 2) 2X6 'L" BRACE CROUP A GROUP B GROUP A GROUP B GROUP A CROUP B GROUP A GROUP B CROUP A GROUP B S P F 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3' 13' 1" 13' 5" 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" z W H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" B' 4" 10' 0" 10' 0" IT 1" 13 1" STANDARD 3' 3" 4' 2" 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 11' 8" 11' B" P 1 3' 9" 5' 11" 6' 4` 7' 0" 7' 6" 8' 4" B' 11" 10, Il" 11' 10" 13' 1" 14' 0" 2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' II" 10' 11" 11' 10" 13' l" 14; 0" N3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1' 13' 9" Q C\2 DFLI STUD 3' 6" 4' 11" 4' 11' 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" U STANDARD T 4" 4' 3" 4' 3" 5' B" 5' B" 7' 7" 7' 7" 8' 9" B' 9" 11' 11" I1' 11- S P F 1 2 T W 6' 9" 6' 11" B' 0' 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E- 33 3' 10' 6' 0" 6' 0" 7' 11 7' 11" 9' 6" 9 8 I2' 3" 12' 3" 14' 0" 14' 0` H F STUD 3' 10" 5' 11' 5' Il" 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" B' 0" 8' 7" 9' 6' 10 3" 12' 6" 13' 6" 14' 0" 14' 0" s P 1 #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7` 9' 6" 10' 3" 12' 6" 13' 6" 14' 0' 14' 0" W 0 y3 a' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" DFLI STUD 4' 0" 6' 1" 6' I" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" S P F 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10, 9" 13' 10" 14' 0" 14' 0" 14' 0" U 3 4' 2" 6' 11" 6' ll" 8' 9" 8' 9" 10' 6" 10' 6" 13 10 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11` e' 9" B' 9" 10' 6" 10' 6' IT 10" 13' 10" 14' 0" 14' 0" O STANDARD 4' 2' 5' 11" 5' Il" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" Q 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5" e' 0" B' 9" 9' 6" 10' 6" Il' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5' 1 7' l" 1 7' 1" 8' 9" 9' 3" 10' 6" ll' 0" IT 10" 14' 0" 14' 0" 14' 0" D F L STUD 4' S" 7' 0' 7' 0" 8' W. 9' 3" 10' 6" 11' 0" 13 10 14' 0` 14' 0' 14' 0" STANDARD 4' 4" 6' 1" 6' l" 8' 0" 8' 0" 10' 6" 1 0' 9" 12 5` 12' 5" 14' 0" 14' 0" SYMM 42X12N OR BETTER DIACONAL BRACE OPTION: T VERTICALLENGTHMAYBEDOUBLED WHEN DIAGONAL IB BRACE IS USED CONNECT DIAGONAL BRACE FOR 0701 AT EACH END. MAX WEB BRACE TOTAL LENGTH IS 14'. F 2X4 SP OR DF-L 12. OR BETTER DIAGONAL r VERTICAL LENGTH SHOWN BRACE. SINGLE OR l8 IN TABLE ABOVE. DOUBLE CUT L 1 + 7 AS SHOWN) AT UPPER END. I I ONTINUOUS BEARINl CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. I TI II REFER TO CHART ABOVE FOR M SMYTH LUMBER CO. RooFTRuss DIVISION 2722 561rrH APOPKA BLVD. APOPKA. FL 32703 407. 299-1 522 FAX: 407-299-91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION N921 IIVARNING•• 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, 5B3 D'ONOFRIO DR, SUITE 200, MADISON, V1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE CNGINECRED 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. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS7M A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL NGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE' SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ' RESPONSIBILITY Or THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No. 42704 a'•, STATE OF R iOR1pP`C iBRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR HEY -FIR 1 2 STANDARD 1 02 1 STUD 3 STUD 1 1 #3 1 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEY - FIR 1 k BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH I 1 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). CABLE END SUPPORTS LOAD FROM 4' 0' OUTLOOKERS WITH 2' 0' OVERHANG, OR 12' PLYWOOD OVERHANG. ATTACH EACH 'L' BRACE WITH IOd NAILS. FOR ( 1) -L" BRACE: SPACE NABS AT 2' O.C. IN 18' END ZONES AND 4' O.C. BETWEEN ZONES. 4 FOR (2) -L' BRACES: SPACE NAILS AT 3" O.C. IN IB' END ZONES AND E' O.C. BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF BOX OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPICE LESS THAN 4' 0- IX4 OR 2X3 GREATER THAN 4' 0'. BUT LESS THAN I1' 6' 2X4 GREATER THAN 11' B' 2.SX4 REFER TO COMMON TRUSS DESIGN FOR E. SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE7-98—GAB12030 DATE 09/10/01 DRIVG A12030ECO901 ENG TOT. LD. 60 PSF A4AX.. SPACING 24.0" GABLE DETAIL SteFOR LET -IN VERTICALS ABOUTCABLE VERTICAL RIGID SHEATHING 4 TOENAILS T' REINFORCING MEMBER GABLE TOENAILS TRUSS SPACED AT 4• O.C. 4 TOENAILS CEILING GABLE VERTICAL PLATE SIZES VERTICAL LENGTH PLATE IF PLATES REFER TO ENGINEERED TRUSS DESIGN FOR PEAx, SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 BETWEEN CHORDS SIZE OVERLAP' LESS THAN 4' 0" IX4 OR 2x3 2X8 GREATER THAN 4' O", BUT LESS THAN 11' 8- 2% 4 2%8 GREATER THAN ll' 8' 2.5%4 2.5%8 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T' REINFORCMC MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4• O.C. PLUS (4) 18d 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 CABLE DETAIL DRAWINGS A13015EN0898, A10015EN0899, A09015EN0899, A08015EN0699. A07015EN0899 A11030EN0899, A10030EN0899, A09030EN0889, A08030EN0898, A07030EN0899 ASCE 7-98 CABLE DETAIL DRAWINGS A13015EC0901, A12015EC0901. A11015EC0901, A10015ECO901, A08515EC0901 A33030EC0901, A12030EC0901, A11030EC0901, AI0030EC0901, A08530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699. 509015EN0699, S08015EN0699, 507015EN0899 S11030EN0899, S10030EN0699, S09030EN0699, S08030ENO898, 507030EN0899 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR NAX1NU11 UNREINFORCED CABLE VERTICAL LENGTH. T" REINFORCING zxe TO CONVERT FROM "L' TO '7• REINFORCING MEMBERS, MULTIPLY ' f" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 " L• BRACE, CROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. IIAx1AlUN ALLOWABLE "T- REINFORCED CABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACI WIND SPEED AND NRH EXAMPLE: f' REINF. 11BR. SIZE SBCCI ASCE 110 MPH IS FT 2x4 10 9. 10 7, 2x6 40 7. 50 7 110 MPH 30 FT 2x4 IO 7. IO 7. 2x8 50 7. 50 9. 100 MPH IS FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x8 40 7. 40 R 90 MPH IS FT 2x4 20 7. 10 f. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7 10 7. 2x8 30 7. 50 Z BO MPH 15 FT 2x4 10 7. 20 7. 2x6 10 7. 30 7. BO MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH IS FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 9. 2. 6 10 7. 30 7. ASCE WIND SPEED 100 MPH MEAN ROOF HEIGHT = 30 FT CABLE VERTICAL = 24" O.C. SP /3 f" REINFORCING MEMBER SIZE = 2x4 F- BRACE INCREASE (FROM ABOVE) 107. = 1.10 1) 2x4 "L- BRACE LENGTH - 6' 7" MAXIMUM " F- REINFORCED GABLE VERTICAL LENGTH 1. 10 x 6' 7- 7' 3" DRAWINGS GA898117 876.719 k HC26294035 VARNLNG•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED I'`\ r•,.•••••••, '/ REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, NAOISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, I .[• G (•, DATE 10/24/O1 S MYTH LUMBER CO. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRiYG CBLLETIN1001 ROOP TRUSS DIVISION IMPORTANT•• FURNISH A COPY of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE CNGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 1 NO. 42704 ENG DLJ/KAR 2722SOUTHAPOPMABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS 7c ;• APOPKA, FL 32703 WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-2891522 OGA GR407 GALV.PSTCEL AExCCPTT AOS )NOTED.iPAPPLYI CONECTORS TO FACE STATE OF TOT. LD. so PSF FAX: 407. 2939153 gSTMl A653 EACH OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A••' R. FAG. ANY PROFESSIONAL ENGINEERINGCERTIFICATEOF AUn/ORIUTIDN •921 BSUITABiLITY DRAWINGS 160 A-2. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING. DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j ( p`.' O Q• 4 //••••, R 1 • (. C_n_••'••'•••! w_ AX SPACING .24.0 VALLEY TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. SOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF y1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE•7-98, CAT U, EXP. B, ENCLOSED-BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX.(— IY2X4 IY2X4 IY2X4 8-0-0 MAX- 12 Y4X412MAX.I WIX3 6! SPACING) 0 WIX3 MAX 11W1X3WIX3 16-0-0 MAX WIX3 , 12 12MAX. Y4X4 WIX3 WIX3 6-0-0 WIX3 (MAX SPACING) W2X4IVIYSX4/SPL -WIX3 TRUSS DETAIL UNLESS SPECIFIED ON ENGINEERS SEALED DESIGN, APPLY IX4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 W4X4 NAILED OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL I.V DT WI V I 1 RU 013GJ PARTIAL FRAMING AT 24. OC LAN SUPPORTING TRUSSES A 24" OC MAXIMUM SPACING. a```\\ 1\`,,,, IIIII y;/////' i'' THIS DRAWING REPLACES DRAWING A105 q%.••/'TC VARNiNG-- TRUSSES ININSTALLINGANDBRACINGEORERIEERxTREMETOHB91RHANDLINGIINSTALLINGNANBRACING), UBLISHED 1 G••• G LL 30 30 40PSF REF • VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 07HERVISE INDICATED C DL 20 15 7 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND OTTOM CHORD SHALEMBERUMBERCO. H IIMPPROPERLYATTACHED SMYT'LURIGID CEILING. T.'O. 42704 NACOPY OFTHIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOF TRUSS DIVISION ENGNEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/KAR 2722 SOUTlI APOPKABLVD. DESGN! ANY FAILURE?O BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, c LL 0 0 0PSF HANDLING, SHIPPING, INSTALLINGANDBRACINGOFTRUSSES. 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 20GAi 0 % STATE OF Q OT. LD. 60 57 PSF 55 ASTM A653GRlO GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407.2999153TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL Z / A l •• ` O R' Or'•'` DURTAC. 1.25/1.33 1.15 1 15 PROFESSIONAL ENGINEERING ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHEANDFORANYPARTIII2. THE v( _N`(.+ 0•• ••••_`" SPACING 24" CERTIFI ATE OFAUr"ORILAnoN1921ESUITABt:ITY FY OFSTHEFBTHIS G DESGNCOMPONENT 1L1995BUILDING RESPGNS4BIL- l/ll/lllllllllllllll\ CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN iX4 "T" BRACE TO CRIPPLE WITH Bd BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. PARTIAL FRAMING PLAN . 3) 16d BOX NAILS, 3) 16d BOX 2) 16d BOX NAILS, TOE —NAILED THRU TOE —NAILED 2) 16d BOX NAILS, NAILS, TOE —NAILED CRIPPLE INTO RIDGE BOARD OE —NAILED 3) 16d BOX NAILS( A) J(D) 3) 16d BOX NAILS D)( A) RATED SHEATHING C) 4'0" TYP. ( B) 3) 16d BOX GIRDER NAILS, TOE —NAILED 2) 16d BOX NAILS, TOE —NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS 1 3) 16d BOX NAILS, TOE —NAILED THRU CRIPPLE INTO • RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONY VARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ter `v,• IFICq ••• T•• C LL 3O P.DL 20 i 30 15 40 PSF 7 PSF REF CONY. VALLEY DATE 06/25/99 SMYTH LUMBER CO. IMPORTANT.•RFURNISHATTACHEDf - BC VL 10 10 10 PSF DRWG VALCONVF0699 ROOPTRU55 DIVISION Or THISDESIGNCEILING. COPYRIGID TOTHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS L 272250un1APOPHABLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 1 A NU 42%04 BC I. 0 O OPSF ENC MLH/KAR APOPMA, FL 32703 HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 60 57 PSF 55 407-299-1522 FAX: 407. 29&9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GAL STEEL EXCEPT A$ NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER STATE OF TOT.-LD. 125/1. 33 1.15 1.15 PROFESSIONAL ENGINEERINGCERTIFICATEOr A(m10R17ATION 0921 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. r 00. • C i AirL_• C ri R10 P:CING SEE ABOVE S/pN A I • TOP CHORD 2X4 N2 OR BETTER BOT CHORD 2X4 y2 OR BETTER WEBS 2X4 y3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLM SPACING. 120 MPH WIND, ASCE 7-98, CAT II, E) P. B. ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. EITHER PLATE LOCATION IS ACCEPTABLEi 12 12 MAX wAc TYP. JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 I.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 1 X4 "T_ BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER. OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" OC. 2X4 '"f" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80%. LENGTH OF WEB MEMBER ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 ° ° ° ° ° ° ° ° ° 00 ° ° 2. 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. t l`T''" li1 t / WING REPLACES DRAWINGS 634.016 634,017 k 847.045 WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED 7Y TPI p N/ y MAX LOADING REF PIGGYBACK TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION$. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL yJ .•%` IF'i ••,• V•.'( .q 4•.v TF•.• y 55 PSF AT DATE 06/25/99 SMYTH LUMBER CO. G. CEGICNDESIGNFURNISHi1.33 DUR. FAC. MPORTANT— ACOPY OFTHIS TO THE INSTALLATION CONTRACTOR. ALPINE DRW DRWG PIG$ACKB0699ROOF TRUSS DIVISION 2722 SOUTH APOPMA BLVD. 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 1 •. s A ;' NO. 42704 50 PSF AT G DI.JBACK APOPI(A, FL 32703 OF TRUSSES. DESIGN( CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 4 .2 5 DUR. FAC. 407.299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407-299- 9153 AST"A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS A STATE 0 F s 47 PSF AT PROFESSIONAL ENGINEERING 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THETHIS 1.15 DUR. FCC. C:ER„FIC^ TEOFAun10RIZATION•921 RESPON$IBILITYDOFSTHEFBUILDI G DEOSIGNER. PERNENT FOR HANSI/TPI(11995USECTIONILDING I2THE i/O/(w'•nR OP_. FACING 24.0" y r- NAL BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1 375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (••) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281 # 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 # 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ MAX 43XI2 3X8 TRULOX ** LOX MAX42X8 WEDGE 2) 8D NAILS CUT TO FITE 1;1i111u111UubpJ DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 INSTALLIINGUTRUSSES REOUIRE ANDBRACING' REFER XTOEME HIB91R HANDLINGIN IINSTALLINGNDLING. SHIPPING,AND BRACING). PUBLISHED r A /// Va TCLL - PSF REF BC FILLER BY TPI OR SS PLATE INSTITUTE, 5B3 D'ONOFRIO DR, SUITE 200. MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING TMESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 1••.'Q IFa'Ci1'•, 9 DL — PSF DATE 06/25/99 DRWG BCFILLER0699 SMYTH LUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. 13 DL 10.0 PSF ROOFTRUSS DIVISION IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING. tr nJO, 42704 CLL - PSF l_ ENGDW/KAR 2722SOUTH APOP)uBLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPMA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE I'Q' LD. PSF 407.299-1522 FAX: 407-299- 9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS OTHERWISE ON THIS DESIGN, POSITION CONNECTORS PER I STATE OF FAC.1.0/ 1.15/1.25/1.33 AND, UNLESS LOCATED DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i •• •' PROFESSIONAL ENGINEERING CERTIFICATE or AurNOR1U7TON • 9218 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A i O _- 4_ n R.A10 . ACING 24.0" I STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N. SEE TABLE BELOW FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH... MAX HIPJACK OVERHANG LENGTH"- SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09 00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 300 12 TO6.00 W2X4 R=463y. W=3.50" END AND CORNER JACKS 5' CORNER SET SETBACK 3' 7.' 0" 0 1' rOR COMMON TRUSS M1#1 HIP TRUSS miwW—_IIAA i 1 J 5 7. k 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP . OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS HJ ., (3) 16d TOENAILS s 2.12 12 W2X4 TO424 W2X5 I i W3X4 OR THJA2N6 I k# T 9-10-13 OVER 2 SUPPORTS R=652y, W=3.50" VARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI7UTE. 583 D•ONOFRIO DR., SUITE 200. MADISON. VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST A653 GR,O GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFlC TE OF AUTHORIZATION 09216 SUITA BILIT ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE1RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK c BC 1r : No. 42704 0' 0%. STATE -OF , ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 LL 30 MAX PSF REF 7' STBK CS DL 15 MAX PSF DATE 06/25/99 pL 10 PSF DRWG CS7SBK3A0699 LL 0 PSF ENG SJP/KAR LD. 55 MAX PSF FAC. 1.33 CING SEE ABOVE ONAI. CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED IV -HEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB. ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X6 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 I6d 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- 0 C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED Y TPI (TRUSS PLATE INSTITUTE. 593 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS 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 DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 2722 SOUTH APOPKA BLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAx 407.299,9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFIC TE OF AUTHORIZATION M921BSUITABIL17T1 AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI I-1995 SECTION 2. Nor -zgIV No. 42704 STATE OF T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579.640 LL PSF DL PSF DL PSF LL PSF LD. PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 ENG MLH/KAR R. FAC. y ACING ++. I IONAL