The URL can be used to link to this page

150 Venetian Bay Cir - BR04-000597 - SFRPERMIT ADDRESS CONTRACTOR _ ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION _ViotA%gg"Alot i?tmf fNLJ PERMIT # DATE M I-qs PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE r / CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 150 VENETIAN BAY CIR for which permit 04-00000597 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 s[j_,J ,,JZ. c,,&_ complies with all the building, plumbing, electric 1, #ning 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 DATE APPROVAL BUILDING: FIRE: Finaled /! -05/ /3 J /a/j Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In +I(o--oLl m Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage -I -D' S Paved Maintenance Bond PUBLIC WORKS: Street Name ! Street Signs LI -/E-Dq RIB Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 1/26/04 10.00 01-APPLCTN FEE -BUILDING 12/22/03 10.00 01-APPLCTN FEE -MECHANIC 2/04/04 10.00 01-APPLCTN FEE -PLUMBING 1/09/04 10.00 02-ENGNG DEVLPMT FEES 12/22/03 10.00 01-FIRE IMPACT - RESIDENT 12/22/03 59.27 01-LIBRARY IMPACT FEE 12/22/03 54.00 01-OPEN SPACE 12/22/03 279.61 r PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 150 VENETIAN BAY CIR for which permit 04-00000597 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 12/22/03 91.93 01-RADON GAS TAX FEE 12/22/03 13.20 01-ROAD IMPACT FEES 12/22/03 847.00 01-RECOVERY FD/CERT. PGM. 12/22/03 13.20 01-SCHOOL IMPACT FEE 12/22/03 1384.00 WD IMPACT:SINGLE FAMILY 12/22/03 650.00 SD IMPACT:SINGLE FAMILY 12/22/03 1700.00 OWNER B ILDING OFFICI / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION. -- iv_ SINGLE FAMILY R'E Sy((_IDLNCDATE: 04/14/04 PERMIT #: 04-597 ADDRESS: 150 VENETIAN BAY CIRCLE VENETIAN BAY CONTRACTOR: MORRISON HOMES PHONE #: DANNY 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public I tilities Fire Zoning Licensing N/ A N/ A N/ A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) M.t q Cy, CIRCI Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) April 16, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 48 Venetian Bay, 150 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 0q , CCn 150 Venetian Bay Circle, Sanford, Florida 32771 Legal Description: Lot 48, "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 In OLk OJ Lem Darae L. Przemieniecki , P.. Associate Vice President DLP/bb FEDERAL EMtRGENQrY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on oaaes 1 - 7. O.M.B. No. 3067-0077 Expires December 31, 2005 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 150 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 48 ," 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: LJ GPS (Type): or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME -B3. STATE CITY OF SANFORD 1 120294 SEMINOLE I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO035 E 4-17-95 4-17-95 X 9.60 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): Development Engineering Plans B11. Indicate the elevation datum used for the BFE in 39: E 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 E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction` E 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, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes E No o a) Top of bottom floor (including basement or enclosure) 14 .8 ft.(m) o b) Top of next higher floor NA. _ft.(m) - o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) 00 o d) Attached garage (top of slab) 14 .5 ft.(m) E o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 14 .2 k(m) AC Service m o 0Lowest adjacent (finished) grade (LAG) 14 .1 ft.(m) z . o g) Highest adjacent (finished) grade (HAG) 14 .2 ft m) ( o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) FI, Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents mybest efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 Ait}r DATE TELEPHONE r n _ n ,., .. , n n.. r e / A 416-04 407 788$808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Sectign A. w For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Una, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX N0, Policy Number 150 Venetian Bay Circle CITY STATE ZIP CODE Company NAIL Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Note: Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment 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: Ifno flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of myknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Ile w * ' silssociate8 Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 19°14'16" 75.00' 25.18' 12.71' 25.06' N 43°28'14"W C 2 33151'll" 75.00' 44.31' 22.82' 43.67' S 16°55'52"E C 3 90°05'05" 50.00' 78.61' 50.07' 70.76 N 45°02'50"W LOT 55 LOT 54 LINE BEARING DISTANCE L I S 00°06'51"E 50.00' LI L 2 S 42°26'00"W 59.30' LOT 48 LOT 51 A- GRADING zz— 7.374 SO. FT.o M co o 5. C Co CITY OF SANFORD ko LANAI o 16.0 a LEGAL DESCRIPTION. Lot 48. " V E N E T I A N BA Y p 22. o In according to the Plot thereof as recorded in Plat Book 63. 84 - 88 the Public Records Seminole County. Florida. c..l at pages of of m 1971) BROOKWOOD I 1 N FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" BA.B. according to the Flood Insurance Rote Map Community Panel NumberSINGEVRES&IODCE FIN. FL. ELEv: 120289 0035E.Dated 04117195, 14. 8 City of Sonford Community Number 120294) p o LOT 49 LOT 47 Ul SETBACKS: Front 25' Rear 20' Side 5 ' Corner 15' 7. o Minimum Lot Width 50' 2.2' M O I3. o' ° o 2D• o Note: Bearings shown hereon ore referenced to the CIL beingsofVENETIANBAYCIRCLEas S 89°5438"W. 0 0 a Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. P pO\ 1.4' 0.9P. C.P. / J ' 2. 8' CIL VENETIAN BAY CIRCLE 50' R/W) TRACT "F" PR I VATE ROADWAY S 89°54'38"W P.C.P. REFERENCED BEARING General Notes: 1. This is BOUNDARY Surveyperformed in the field Q Q ( Legend Temporary Benchmark O'SOnset a P on O.R.B. Official Records Book 2. No aerial, surface or subsurface utilityinstallations, underground improvements or r9Passumed datum) PB Plat Book subsurface aerial encroachments, if any, were located. Bow Back of sidewalk PC Point of Curvature 3. Building ties shown are to the exterior unfinished foundation surface or formboard. C/L a Centerline Caor ( Delta) Angle PCC. Point of Compound Curvature 4. Elevations shown hereon, if any, PP , are assumed andwereobtainedfromapprovedCALCCallcucuallated P PermanentControl Point Construction plans provided by the Client unless otherwise noted, and are shown CB Chord Bearing PG. . P.R. M. Page Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed CD Chord P/L Property Line temporary Benchmark shown hereon. C.M. Concrete Monument P.O. a. Point of Beginning 5. Theparcel shown hereon is subject to all easements, reservations, restrictions, and EL. or ELEV Elevation (Proposed) P.O.C. Point of Commencement Rights -of -way of record whether depicted or not on this document. No search of the FINAL EL. Elevation ( Measured)FD. Found P. I. Point ollntersedan Public Records has been made by this office. Fin.Fl. Elev. Finished Floor Elevation P Point of Reverse Curvature 6. The legal description shown hereon is as furnished by client. I.P. Iron Pipe PT. Point of Tangency 7. Platted and measured distances and directions are the same unless otherwise noted. I.R. Iron Rod R RAO Radius Radial Llne Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RES. Residence W iron rod with red plastic cap marked "Witness Corner" unless otherwise noted. LB Licensed Business RW Right-o%way O Denotes P. C.P. (Permanent control point) LS. Land Surveyor TBM Temporary Benchmark Denotes Permanent Reference Monument Mee MeasuredN/D(N8D) NagandDiskTYP. Typical 2003 Herx & Associates Inc. All rights reserved N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal ore Flori Itensed Surveyor and Alappor D r o . nb y : CM Thiss. y eats the requlrements of the Florida Mi Imum Technical Checked b y : DP Stanar s a oontalned 1n Chapter 61G 7.6 F ri a dministrafive Code. Prepared For: MORR 1 SON j Job Number: 02-017-02 Scale : 1-- 30' 1 Plot plan performed: 08-04-03 A. H x, P.L.S. Florida Registered Land Surveyor N . 3182 Foundation Survey: 01 - 07 - 04 Darae L. Przemienlecki, P. S.M. Registered Surveyor and MapperNo. 6030 F i n a 1 Survey : 04 - 14 - 04 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Revisions Herx & Associates Inc., State of Florida LB 4937 6 P R 1 r; ? n n a 1FRIwlml , 1 1,1 M113311l, SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04/14/04 04-597 150 VENETIAN BAY CIRCLE VENETIAN BAY DANNY 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. L. -Eng ensering 41171,04- Public Works Utilities Fire Zoning Licensing N/A N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w o 3g3&8 q-l, CERTIFCATE OF OCCUPANCY r0 wd REQUEST FOR FINAL INSPECTIONL6't---' SINGLE FAMILY RESIDENCE**** DATE: 04/14/04 PERMIT #: 04-597 ADDRESS: 150 VENETIAN BAY CIRCLE VENETIAN BAY CONTRACTOR: MORRISON HOMES PHONE #: DANNY 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Ord- l5 - Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) COUNTY OF S[MINOL[ IMPACT FEE STATEMENT ICSUED BY CITY OF SANIDRD STATEMENT NUMBER 103-75778 DATE: BUILDING PERMIT NU ( T UNIT ADDRESS: ---------------------------------------- COUNTY NUMBER: TRAFFIC ZONE: JURISDIdTION: (A oily _OF. SEC: TWP PARCEL: SiU8DIVICION: //c'_ /J TRACT: ___________________ PLAT BOOK: _/ PL ^T .|' . [E:~_ BL[CK: LOT: _//l OWNER HAM10 //'«///11,1Q APPLICANT NAME: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENE}IT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS ><ORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY SCHOOLS STATEMENT R[CEIVED BY: 4~`~-~ --',- - CO -WIDE O CO -WIDE O 3---------------- Uq cnSE PRINT NAME) ` dwl unit $ 54.00 1 /1 54.00 dwl unit $1,384.00 ' 1 $ 1,304.00 AM T $ 2,285.00 SIGNATURE:'{_______________________ r--r--~--- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NSUR[ TIMELY PAYMENf MAY RESULT IN YOUR LIABILITY FOR THE FEE. **W* DISTRIBUTION: I -COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOT[** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT., PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVIN8 SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REAUEST FOR REVIEW MUST MEET THE REQUIREMENTS UF THE'. COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE TH[ STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEF OF THE 1,107IC[. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*T* FAMILY BUILDING PERMIT*****************$** 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°14'16" 75.00' 25.18' 12.71' 25.06' N 43°28'14-W C 2 33°51'11- 75.00' 44.31' 22.82' 43.67' S 16°55'52"E C 3 90*05*05" 50.00' 78.61' 50.07' 70.76' N 45°02'50"W LOT 55 4 m O t LOT 47 2.2 LOT 54 LINE L I L I L 2 LOT 48 LOT 53 A" GRADING 7.374 SO. FT. o M 00 18.0' LANAI o 0 22.0' 1p 1971) 4 1 BROOKWOOD 11 C4 SINGEVFAMILY RESIDENCE FIN, FL. ELEV:14. 6 70'0 4 7.0• 0 w 0 13.0'`O o s 2 20.0 2 o . FysO0 0 o CN 8 BEARING DISTANCE S 00° 05 ' 51 "E 50. 00 ' S 42°26'00"W 59.30' CITY OF SANFORD LEGAL DESCRIPTION: Lot 48. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ties within Flood Zone X. according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Dated 04/17/95. City of Sanford. Community Number 120294) LOT 49 SETBACKSMax Coverage - 62 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 55 ° Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA - 4.075 SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°54'38"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. JobNumber2001. n N r/: 1 7 P. C.P. CIL VENETIAN BAY CIRCLE 50 ' R/W) TRACT "F - PR I VATE ROADWAY S 89' 54 ' 38 "W P.C.P. REFERENCED BEARING Legend General Notes: 7 p 1 G Temporary Benchmark O.R Offset 1. This is a BOUNDARY Survey performed in the field on / O/ OS ED (assumed datum) O.R.B. Plat Official Records soak BOW Back of sidewalk PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or PC Point of curvature subsurface/aerial encroachments, if any, were located. C/L Centerline YFCC. Point of Compound Curvature dlAltDor (ea) Angle 3. Building ties shown are to the exterior unfinished foundation surface oriormboard. CentralP.C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained from approved CALC CalculatedCB ChordBearingPG. Page Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P.R.M. Permanent Reference Monument only to depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument P.P. Property O. B. Point of BeginningtemporaryBenchmarkshownhereon. EL. or ELEV Elevation ginning 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.O.C. Point of Commencement subjP1P.I. Point of Intersection Rights - of -way of record whether depicted or not on this document. No search of the FD. Found PRC. Point of ReverseCurvature Public Records has been made by this office. /.P. Iron Pipe . Elev. Finished Floor Elevation PT. Point of Tangency I.P. R Radius 6. The legal description shown hereon IS as furnished by client. I.R. Iron Rod RAD Radial Line 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RES. Residence 0DenotesX" iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business R,yv Right -of -Way 6" iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. LS. Land Surveyor PPTBM Temporary Benchmark MeasuredODenotesP.C.P. (Permanent control point) Mea TYP. Typical N/D(N&D) Nail and Disk __ DenotesPermanentReferenceMonumentN.R. Not Radial Fence symbol ( see drawing) X— X- Fence symbol (see drawing) Certification. Not valid without the signature and the original raised sealof a Florida licensed Surveyor and Ma or Drown by; CM This survey meets the requirements the ride Minimum Technical Checked b y : DP ds as contained in Ch r 1G 17-6 lorida Administrative Code. Prepared For: MORR 1 SON Sketch of Legal Descript ion Job Number: 02-017-02 This is not a Survey Scale : 1"- 30' QYY) I 0,L Plot plan performed: 08-04-03 WilliamA. Herx, P.L.S. Florida Registered nd Surveyor No. 3182 -Foundation .S u r v e y : Darae L. Przemieniecki, P.S.M. Registers 'urveyor and Mapper No. 6030 F i n o 1 Survey : William R. Herx, P. S.M. Registered Surve rand Mapper No. 6092 R ev i s i o n s Herx 8 Associates Inc., State of Florida LB 4937 CITY OF SANFORD PERMIT APPLICATI07 i ..r , Permit # : Date r 1<7 VJ Job Address: AGO 11151MIMN R" Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building _/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS %50 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines r. Plumbing/New Residential: # of/Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: 1%46 • Construction Type: 16 / # of Stories: --I— # of Dwelling Units: _/__ Flood Zone: (FEMA form required for other than X) Parcel #: ' OO (Attach Proof of Ownership & Legal Description) Owners Name & Address: I / & to n ''^-T pIISPUZZ- 6/ tW (/I/v Gw , / A/! N / 3 S Phone: 40 ! Z2 [ OD 77 Contractor Name & Address: 4 1 IC. 0 p/ 0n 5 pQdureaSa,&tl2 C /- / State License Numbeer: CRG %I ! 2n7+ 7 c Phone &Fax: f7 6 007 07 O , 7 & Contact Person: +04PH 1-- Phonel o7)oltJ ! f 0 Bonding Company: AA Address: Mortgage Lender: _ Address: Architect/Engineer: lAddress: 07374 Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A 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. of the require s f Fl N N E Signa a of caner/Agent D e Signarure f ntCa m z Z C m Print Owner/Agent's Na Print Contractor/A NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county; and there may be ad onal permits required from other governmental entities such as water manage ntdistricts, state agencies, or federal agencies. w, FS 713. WE r- 1Y 3 ctor/Agent D to SA o to of Florida D !. c , o a: owner/Agent is _Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID IJA _ Produced ID A 4' Acceptance f pe it i ec}fi n that I will notify the owner of the propertcc y t' APPLICATION APPROVED BY Special Conditions: When ready for pick up Please call Daphne 407) 257-6940 Thank You! Bld I 3 Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) i CE sts. Zl Seminole County Property Appraiser Get Information by Parcel N... http://www.scpafl.org/pls/web/re web.seminole_county_title?PAR... PARCEL DETAIL i4` ' + Q ~ { j Back [ ts s2 c firt' i«rly ira$r 44) 4,*r;S 7 fh(s 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 23-19-30-502-0000-0480 Tax District: S1-SANFORD Number of Buildings: 0 Owner: CENTRAL FLA DEV Exemptions: Depreciated Bldg Value: $0PARTNERSLC OwnlAddr: #200 Depreciated EXFT Value: $0 Address: 1053 MAITLAND CENTER COM BLVD Land Value (Market): $11,310 City,State,ZipCode: MAITLAND FL 32751 Land Value Ag: $0 Property Address: Just/Market Value: $11,310 Subdivision Name: VENETIAN BAY Assessed Value (SOH): $11,310 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: Deed Date Book Page Amount VaclImp 2003 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 48 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. ifyou recently purchased a homesteaded property your nextyear's property tax will be based on Just/Market value. 1 of 1 11/13/2003 6:41 AM 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. MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05097 PG 1824 CLERK'S # 2003203642 RECORDED 11/13/2003 12:50:45 PM RECORDING FEES 6.00 RECORDED BY G Harford The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: Lot Number Legal Description VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages 84-88, of the public records ofSeminole County; Florida. Street Address L*1'0101haw &,,&—VENETL4,N BAY). 2. General description of improvements : New single family residence 3. Owner information : Name Morrison Homes Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 4. Fee Simple Title Holder: N.A. 5. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: 6. Surety : N.A. 7. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement : One year from the date ofre or in . Date Signed : / d ignature of Owner's Agent, Maria Lisa Steiner : CEl{p(6kG MARYAI NESworntoandedbeforemethisbyMariaLisaSteiner, who is personally known to me. CLERK OF CIRCI Si ature of Notary: Notary Seal: GOPV CO D. A. CLAR Ty CjLcoffMYCOMMISSION # DD 214811EXPIRES: June 27, 20079ondedThruBudgetNotaryServices NOV 13 LIMITED POWER OF ATTORNEY DATE: I HEREBY NAME AND APPOINT: DANK)G1 Oi IK FLED ,HOW/qO,'TAV TOTES EACH AN AGENT OF: MORRISON HOME TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORZD AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARIA LISA STEINER NAME OF CONT CT Al SIGNATURE OF CONTRACTOR) STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER) The foregoing instrument was cknowledged before me this DATE: 7 7J BY: MARIA LI A STEINER Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE. ;a " y LIANA EMIRO MY COMMISSION # DD 237775 o EXPIRES: August 3, 2007 Bonded Thru Notary Public Underwriterp,. 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 CHORD CHORD BEARING C 1 19a14'16" 75.00' 25.18' 12.71' 25.06' N 43°28'14"W C 2 33*51'11" 75.00' 44.31' 22.82' 43.67' S 16°55'52"E C 3 90°05'05" 50.00' 78.61' 50.07' 70.76' N 45°02'50"W LOT 55 CD ko 0 ko N cN m O l, LOT 47 In 2.2' LOT 54 LINE L 1 LI L 2 LOT 48 LOT 53 A" GRADING 7.374 SO. FT. o M D 5 C o0 18.0' ko LANAI o a In 22.0' 1p 1971) Q BROOKWOOD 11ELEyGLEFAMILeSINRESIDENCEZEFIN. FL. ELEV:14. 6 o m o Ln C,. l c, 4 70' D 40' W 7. 0' ro 0 13. 0' o 0 s — 20.0 o. 0. 0 . BEARING DISTANCE S 00°06'51"E 50.00' S 42°26'00"W 59.30' CITY OF SANFORD LEGAL DESCRIPTION. Lot 48. " V E N E T I A N BA Y - according to the plat thereof as recorded in Plat Book . at pages - of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The. Parcel shown hereon des within Flood Zone X-. according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 0 4 / 1 7 / 9 5 City of Sanford. Community Number 120294) LOT 49 SETBACKS: Max Coverage - 62 X. Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 55 Minimum Lot Width 50' LOT SO. FT. IMPERVIOUS AREA - 4.075 SO. FT. Note: Bearings shown hereon are referenced to the C/L of as being S 89°5438"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i I I e r Engineering. Inc. JobNumber2001. CIL l50 ' R/W 1 TRACT "F " PR I VATE ROADWAY S 89°54'38"W P.C.P. REFERENCED BEARING Legend General Notes: Proposed Temporary Benchmark O/S O. R.B, 1. This is a BOUNDARY Survey performed in the field on assumed datum) PB 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back of sidewalk PC subsurface/ aerial encroachments, if any, were located. CA- Centerline PCC. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. d CALC Central or (Delta) Angle CalculatedCB P. C.P. 4. Elevations shown hereon, if any, are assumed and were obtained from apprc:ed Chord Beating P Construction plans provided by the Client unless otherwise noted, and are shown CD Chord P. R.M.Ronly to depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument PA- P.. O.B. temporary Benchmark shown hereon. EL. or ELEV Elevation P.O.C. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P 1 Rights - of -way of record whether depicted or not on this document. No search of the FD. Fin. Fl. Elev. Found Finished Floor Elevation PRC. Public Records has been made by this office.r.P. Iron Pipe PT 6. The legal description shown hereon is as furnished by client. 1.R. Iron Rod R 7. Platted and measured distances and directions are the same unless otherwise noted. L Arc Length RR ES Denotesi4" iron rod with ye!law plastic cap marked LB4937 or LS3182, or LB Licensed Business 1W i4" iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. LS. Land Surveyor TBM O Denotes P. C.P. (Permanent control point) Mea MeasuredN/D(N8D) TYP. Denotes. Permanent Reference Monument N.R. Nail and Disk Not Radial X—X- Offset Official Records Book Plat Book Point of Curvature Point of Compound Curvature Permanent Control Point Page Permanent Reference Monument Property Line Point of Beginning Point of Commencement Point of Intersection Point of Reverse CurvaturePoint of Tangency Radius Radial Line Residence Right - of - Way Temporary Benchmark Typical Fence symbol ( see drawing) Fence symbol ( see drawing) Certification: Not valid without the signature and the original raised seal of a Floridalicensed Surveyor and Drown by; CM s survey meets the requirementsFlo 'da Minimum Technical Chocked b y : DP Sta s as contained i 07 66 onAdministrative C e. Prepared For: MORR I SON Sketch of Legal Description Job Number: 02-017-02 This is not o Survey Scale : 1-- 30' Plot plan perrormod: 08-04-03 William A. Herx, P.L. S. Florida Registered nd Surveyor No. 3182 Foundation Survey: Darae L. Przemieniecki, P. S.M. Regisfere urveyor and Mapper No. 6030 F i n o ISurvey : William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092Re v i t i on s Herx B Associates Inc., State of Florida 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 CHORD CHORD BEARING C 1 19°14'16" 75.00' 25.18' 12.71' 25.06' N 43°28'14"W C 2 33°51'11" 75.00' 44.31' 22.82' 43.67' S 16°55'52"E C 3 90*05*05" 50.00' 78.61' 50.07' 70.76' N 45°02'50"W LOT 55 Ei m O l, LOT 47 2.2 LOT 54 LI LOT 48 A- GRADING 7.374 SO. FT. o M CD 18.0 kO LANAI o 0 22.0' O 1971) BROOKWOOD II 1 SINGLEV FAMILB ESD CE FIN. FL. ELEV:14.5 0 O w 70'D 40'W 7.0• M 0 0 20.0' 0'N LINE BEARING DISTANCE L I S 00°06'51"E 50.00' L 2 S 42°26'00"W 59.30' LOT 53 CITY OF SANFORD LEGAL DESCRIPTION. Lot 48. " V E N E T I A N BA Y according to the plat thereof as recorded in Plot Book . of pages - of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon ies within Flood Zone X ,, according to the Flood Insurance Rate Map Community Panel Number1202890035E.Doted 04117195. City of Sonford. Community Number 120294) LOT 49 Max Coverage - 62 V. SETBACKS: Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' IMPERVIOUS SO. FT. - 55 " Minimum Lot Width 50' LOT SCFTIMPERVIOUS AREA-4.075SO.FT. Note: Bearings shown hereon ore referenced to the CIL of as being S 89°54'38"W. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. O O ul N j 7 P. C.P. CIL 50 ' R/W) TRACT "F " PR I VATE ROADWAY S 89* 54 ' 38 "W P.C.P. REFERENCED BEARING General Notes: Legend O/S Onset Proposed ® Temporary Benchmark 1. This is a BOUNDARY Surveyperformed in the field on P (assumed datum) O.R.B. Plat B Records Book P PB Plat Book 2. No aerial, surface or subsurface utility installations, underground improvements or BOW Back or sidewalk PC Point of Curvature subsurface/ aerial encroachments, it any, were located. C/L Centerline PCC. Point of Compound Curvature 3. Building ties shown are to the exterior unfinished foundation surfaced Central or (Delta) Angle aceorlormboard. P.C.P. Permanent Control Point 4. Elevations shown hereon, if any, are assumed and were obtained f om approved CALC CalculatedCB ChordBearingPageP. R.M..ConstructionplansprovidedbytheClientunlessotherwisenoted, and are shown CD Chord RPermanent Reference Monument onlyto depict the proposed or actual difference in elevation relative to the assumed C.M. Concrete Monument P. Property Line P PPP.O.B. Point of Beginning temporary Benchmark shown hereon. EL. orELEV Elevation P.O.C. Point of Commencement 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and FINAL EL. Elevation (Measured) P.I. Point of Intersection Rights -of - way of record whether depicted or not on this document. No search of the FD. Found PRC. Point of Reverse Curvature Public Records has been made b this office. Fin.Fl. Elev. Finished Floor ElevationPT. Point of Tangency Y I.P. Iron Pipe R Radius 6. Thelegaldescriptionshownhereonisasfurnishedbyclient. I.R. Iron Rod RAD Radial Line 7. Plattedandmeasureddistancesanddirectionsarethesameunlessotherwisenoted. L Arc Length RES. Residence Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or LB Licensed Business R,vv Right -of -Way iron rod with red.plastir cap marked "Witness Comer", unless otherwise noted. Ls. Land Surveyor TBM Temporary Benchmark O Denotes F.C.P. (Permanent Control point) Mea Measured TYP. Typical N/D( N&D) Nail and Disk Fence symbol (see drawing) Denotes PermanentReferenceMonumentN.R. Not Radial -X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of .Florida licensed Surveyor and M - Drown by; CM is survey meets the requiiements the Flo ' a Minimum Technical Chocked b y : DPSta ds as contained in he 6 G 17-6 orida Administrative C a. Prepared For: MORR 1 SON 1.- Sketch of Legal Description Job Number: 02-017-02 n l Th i s Is not a Survey Sale : 1,- 30• f Plot pion performed: 08-04-03 William A. Herx, P. L. S. Florida Registered *no Surveyor No. 3182 Foundation Survey: Darae L. Przemieniecki, P.S. M. RegistereVurveyor and Mapper No. 6030 Final Survey: William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092Revisions Herx d Associates Inc., State of Florida LB 4937 CITY OF SANFORD PERMIT APPLICATION Permit #: C) `r S l m ll Job Address: 15 \" V e" e- `tom at Description of Work: Historic District: A—(-, C Ck Zoning: Zoning: Value of Work: Date: Lk $ A Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration . Change of Service Temporary Pole SS Mechanical: Residential A_ Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_ # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential 4 Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: __ Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: p r Y—rt'S OY1 rAt` S Phone: T_Fa Phone & Fax: Contact Person: ` Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Fax: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 laws 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 ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 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 requ' ments of Florida Lien Law, FS 71 Signare of Owner/Agent Date Signature of tugen Date Print Owner/Agent's Name Print Co actor/Agent's Name Jennifer Almodovar My Con n"lon DD272809 Signature of Notary -State of FloridaDate Si tore of otary-State of Florida Expires DeceBlber 07 2007 Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: _ Special Conditions: Initial & Date) Contractor/ Agent is = Personally Known to Me or Produced ID Zoning Utilities: Initial & Date) Initial & Date) FD: Initial & Date) CiTX OF SANFORD PERMTr APPLICATIOIN Historic District: Zonirtg: Value of Work. S gnLec) - - Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alam Fotxl , Electrical: New Service — ofAMpS Addition/Alteration Change of Service TetrlEot'&y Vole Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy f alb_ Required.) F.. Plumbing/ New Commercial: # of Fixtures #? of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of War Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential o% Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: V of Dwelling Units: Flood Zone: (FEMA form required for ("tbfx t1art X Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: A-7 i/l-4-1-11 Phone: Contractor Name & Address: ate License Su Phone& Fax: Bonding Company: Address' Ntortgage Lender: Address Architect/Engineer: Phone: Address: . Fa-x: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conw-reneed ririoi to dicissuanceofapermitandthatallworkwillb` p-1for Tird to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WOM PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing informa7on is accurate and that all work construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE C TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN F1Nk ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restric or this county, and there may be additional nj rni is required from other governmental e ities Acceptance of permit is verification that I s',II notify the owner of the property the r Signature of Owner/Agent Date Pnnt Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is _ Personall, Known to ,Me or Produced ID PPLICA1 10N APPROVED BY: Bldg Irma) & Date) onditions; Zoning. in co r lia lce with all applicable )Pwr: rtyo] acing iCEM SIT MAY RESUL1. 119 1 UIPP 1,/ ,UqG SOL WITH YOUR LENDER OR AN o'be found in the public records of state agencies, of fndciad agencies. S 713. FEB 0 ? 7004 911'ature of Consactor/Agent Date ROBERT G: DELLO RUSSO P Contractor .sent's me L Signature of No_ro-State of F o da DD ateB 0 7004 Contractor/Age-::; Personals ' Known to Me or Produce :,) Initial & 1)a1e) Ut, :::-S: I D: MIRINDA C. TJRt?ER MY COMMISSION t# DD 212893 yam Bonded TF ,ru IVotary Public Underwriters 10-03-203 9:04AM FROM P-2 CLTY OF SANFORD pX,RX.ffAPPLICATION ? Permit # : Date: Job Addrrss: 1 Description of Work. 323S . Historic District: Zoning: Value of Work: $ Permit Building F.1txCricdl Mechanical Plumbing Fire Sryinkler/Alarm PoolType: Electrical: New Sewioc — # of AMPS A.ddidon/Ahcratian Change of StY vtce Temporary Pole Mechanical: Rtxidcntia-1 Non -Residential Rcplaccmeat New (Duct layout & Energy Cale. Required) Plumbing/ New Comawreial: # of Fixtures # of Water & Sewer Lines # ofGas Lines Plumbing/New Residential: # of Water Closets 2z Plumbing Repair — Residential or Cotnrnmial Occupancy Type: Residential Commorcial industrial Total Square Footage: Lonntruction Typet # of Stories: of Dwelling Units: Flood Zone: (FCMA form required fur other thAa X) Yarccl Y: Attach Proof of Ownership & Legal De9cNptlou) Owners N mu & Address:— 4 TFrir Phone: — Con to NAume & Address: 1 pT t 'C r ln^t State Liteasee Nu mher: 7 p Cogract Person: S r r l ram+ t Phone: —GU' Phone &Fax;tt0 Bundiog Compauy: Address: Mortgage Lender: Address: ArchiteWEugiueCr: Phone: Addrvis: Fax' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandard of all laws regulating construction in this jurisdiction. I understand that a scparntepermitmustbesecuredforELECTRICALWORK, PLUMBfNG, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HF..ATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify,that all of the foregoing information is accurate and Owl all work will be done in compliance with all applicable laws rv. ulatinNconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YU01i 1'h.1 INGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TOOBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOKE KECORDING YOUR NOTICE OF COMMENCP.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, state agencies, or federal ugencics- Acceptance ofpermit is vmficA ion that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 7113. C o` -,- ' 712, Signature of Owner/Agent Date Signature of Contra /Agent Date Ynnt OwncdAgcnt's Name Print Contractor/ is Name Signature of Notary -State of Flonda Date nature ' Notary State of Florida Daw c+'t Stephanie Womack My Commission DD111278 OwnerlAgmt is _ Personally Known to Me or' Cowractor/Aget a or Produced IU _Produced ID APPLICATIUN APPROVED BY: Bid&: Zoning: Utilities: FD: Initial & Date) (initial & Pace) (Initial & Dato) (Initial At Date) o, SPccial Conditions: , ' TRUSS INDEX SHEET Per Rule 61G15-31.003 of the Florida Board of Engineers Customer: MORRIZ21857 ON SMYTH LUMBER CO. Job Identification: Z21857D Address 1 VENETIAN BAY ROOF TRUSS DIVISION Address 2 LOT 48 2722 SOUTH APOPKA BLVD. Jurisdiction: CITY OF SANFORD APOPKA, FL 32703 General Building Design Information 407-299-1522 FI "d B 'Id" C d 2001 Ch 6 d FAx:407-299-9153onaui ng o e - apters 1 an 23 rr ANS11TP1 1 Design Loads Roof: 37 PSF Floor: — _ Wind: 120 MPH ASCE 7-98 \ Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal Da 31-Jul-03 Truss Engineer: William M. Ranieri Alpine Engineered Products Design Software FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: 33 Plus Standard Details Truss ID: Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 1 171 ES IZO 'i. s o. J J VAFE9 i Fri WJLo TRU5SE5 Ni RG SED HEELSPJBALVrONBLDG; G Z. 01•I FAA,IE 4'dLLS F-5 j` MYTH L-LUDEF GO. FOOF TFU'`7 1)1VF=;10N 2722 SOUTH APOFYA 6LVD. AFOFk;A, FL. 3Z703 407) 2qg - 1522 FAX (407) Zqq - g153 Englneermg Certificate of 4.IJtilorlZatiOn # g21t3 NOTES 1) IT IS TFE BULOEF"S ..E5P01+, TO 14' F-i 40" 4' VEFF'r TRLryS PLArir®Ir Rdld ARTRL;S OE',iCTl ORA1P•I(S Ali/.T•KT FELD FEFERETYE. SELTprJ IA.ZD At•FA/TFl H'ITI AFPROVEO. I•IAI.E IFfNrI _____ wr- 2I TRF-5E5 K. T I•uT DE CUT LK At TEM 70 O' 70 0' - BYA9111H IT -, 1a.- <urHc QnTlau c - 3) T"h ..q THAT 4k CUT CR ALr ..M 17' IO 1/ 2' OR T.EFlTAAULED eCUSTMGr.'E: 5 FYPBJSE 9) BAG:LHARifS OF A•N I.TO YLLNOT BELLTPY£P.EO `FlTHLVT T9 r, FEVE`T OV tFWrnI C—EW BY 51AYTH TM5 LOI.PQNY. PETalc. I) REFER TO HD 9 R OI.T.®,nATI FOR HArr Te.E0,AF! TIBSTACH DTI71AIM151FORG_ REETOEIK•EME FERMdFNTBRAMYfFOUFHP1I' 2- Z) ALL TP.Ih". fS OJLLLCM•6 TII5 55 UnEFVALLEY F..M:r1G1 R-141Z' 0- 0, . 4. 2a / / Q, T BE LCIfflLETEI- Y DECr. EV OF. FEFEP, TO VALLEY TFU5S OETAIL5FL„ ALTEOIATE OF.ALTI(. REOLE.S• 6IT5 ALL `I- LE'/5 TO CE L AN TOTIALLY I.EO DY r -i'm wrffvF ioArB®®Acn16 oAL1.5 y HANGER LEGEND ALL ROOF TR155 HAFIl-, 5 TO BE 5xf5m FAIStc 0, IYi' !YAnR 5Av1 TFntc ICE, T LFI• F i GJ J /•.• i , r1 IL 1 HT 1111, 11 THEN Y.TO6 0'L 7' C'. cJ. - 2 - TOIZ0' FL. HT. 14 9 No. 42704 o STATE OF 1. jprS/ONAt. v\\\\\ - I l Ifh l 1 I it SIMPSON USP KANTSAG 9!,- HUS26 OR THD26 4 - HHUS26- 2 OR THD26- 2 a - HHUS26-2 OR TH026-2 0- HHUS46 OR TH046 F - HGUS26-2 OR THOM26- 2 D - HGUS26-2 OR THOM25-2 R - HGUS26-3 OR THDH26-3 R- SULIP210 OR SKH21OLIR 0)- HGUS46 OR THDH46 S - THA422 OR 21422 f)- THAC422 OR MSH4221F - rg"- HUC410 - OR MD4101F IP) . THJA26 OR HJC26 ehates tosthe Lruss designs speciric for his sl Zie. The tru"cess trami' p is based uponthe corlr acioF : - review of plans, drawings and specifications provided by the building design professional MOFF ON HOMES The building design professional has final approval of the In Iramingg and/or truss - placement plan. The design of the temporary and permanent bracing, fhe diaphragm system, t i I -A (DFO JKwo0c) II) shear walls and structuralelements to resist lateral loads from wind and/or seismic activity is building des/gn Additional by the building William M. Ranieri PE the responsibility of the professional. approval design professional shaii include, but not be limited lo, design loading, lengths, prohles, AI A FL ll(,'. t`iD. 42%U4 pitches anddepths. OI DATE LZZ15 ID. 411'N NOTIE L12/Ot Zll^S;C AFi`L,7HS:IJoba031Z2T B5701Z27 B57.-?J-1-T200J sA pllr liii 11p . q , s o'• STAT OF ZOR IV S:1Jobs031,Z21857D%Z21 U57C- 7-1ROLIJ William M. Ranieri PE FL Lic. No. 42764 1 710- 05 6oF R-8 VAR 9 7 HOLD TRUZSE, R-6 16' 8- W/ RAISED HEEL, DAGK r ON SLOG; e ON 11An WALL9 R-r7 R_9 MYTH UUMEEF GO. FOOF TI2U55 DIWI 10N R3 200 2722 50UTH APOPKA DLVO. R-2 FOFKA, FL. 32703 407) 2qq - 1522 FAX (407) 2gcl - g153 SLOFING GLG. Engineering Gertificate of Authorization # g218 NOTES R-I 9' 9 6 RE DLICME" ME rC r>EIITY TO VERFY TRh5 TL AGEI. 41 FLAN — TRVSS OE`AGN DRAVNG5 AGA T FIELD WFDR1gJ5 — Pff Ki LATENT, MEFUDGE'. 5EGTM IA 2A ANSI/Tn w9 ) APPROVED'. NAI-E 6MT1 WCOLG. DATE 70 0 - Z) r"5E5 MAT NOT DE GUT OD ALTMEDNANY -Y — MIA AUPIGT11i ATM DY 5)AYTH TF1R' I XANY. 17'10 1/Z j) M 5E5 THAT AM CUT OR ALTEREDMHODT9)THORp-4-4'SLL DE MTWffD OR REFLA(ZD A r —ON,EP, S E%r6•ISE 4) DAGKGHAR(E5 OF ANY — VIL NOT DE ct WSV '11TH IT rRM REVEW APu nTTFN Gar ENT DY 5WTH fRn G ANY DETAIU: I) REFER TO FO 91RElgA.B•DPTgJS FORHMW.I TALLATal, AAD TEWMARY DRAO4.16) REFER TO Er Ci.EB.ED CRAVIJ:.S FOR fFRLNAEIJ I' DRAGi-G RE..M Z) ALL TRV 5ES NGLLw , 14L55E5LFC4YVALLEYFF,A),NG) AUZT DE (41,TLETELY DEGY,ED R-14 Of, F.EFER TO VALLEY T". 5 DET:U-S FOR ALTEMATE BRALNG RE0.F.B.ENTS 3) ALL VALLEYS TO CE GDI•NENTGTIALLY IZ 0' PEALED DY NIOFP NTEMV -04P DEARNG WALL5 HANGERLEGEND ALL ROOF T", 5 HAIiER5 TO DE S VW4 R-16 (2-PLY) HJ52C OR Wr t,ANT-SAG) THOZ6 U•LESS NDTED DTrEeDSE 15 SIMPSON USP KANT-SAG m - HUS26 OR THD26 J3 7 O' It - HHUS26-2 OR THD26-2 HHUS28-2 OR THD28-2 G.A P - HHUS45 OR THD48 r D - HGUS28-2 OR THDH25-2 Ur - HGUS28-2 OR THDH28-2 HGUS28-3 OR THDH28-3 SULM210 OR SKH21OLM OJ- HGUS48 OR THDH48 H. 0 S)-. THA422 OR MSH422 p - THAC422 OR MSH4221F 9 - HUC410 OR HD4101F THJA26 OR HJC26 The Truss Engineers seal, when applied, confirms the Dlacement of the truss framing as it relates to the Truss designs specific for this structure. The truss framing is based upon the GONWAGTOR review of plans, drawings and specifications provided bythe building design professional. MOeK15ON HOME) The building design professional has final approval of the truss framing and/or truss The design of the lemporary and permanent bracing, a diaphragm system, x gjl_q (P:F00KWOOD IDplacementplan. shear watts and structural elements to resist lateral loads from wind and/or seismic activity is ADORES, 7TD) the responsibility ofthe building design professional. Additional approval by the buildingdesignprofessionalshallinclude, butnot be limited to, design loading, lengths, profiles, pitches and depths. xALE DATE LPYg1T ID. DRAWPI DY AF/SLweHNOrtnvc2Z&O I Z21857D Z21857D - R-1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR.' TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X6 120 MPH WIND, 14.31 FT MEAN HGT; ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 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. 9-4-0 3X8(B5R) = 2X4111 3X6(A1) 1-4-0 1-4-0 ry 20-0-0 20-0-0 11-6-0 28-6-0 LEE 40-0-0 Over 2 Supports R=1561 U=480 W=8" R=1561 U=480 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:8 FL 1 - R - Scale=.1875" Ft. WARNING" TRUSSES P.EOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), FUBLI SHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUS 200, MADI'0N, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER VISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDy: STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i MPORTANT'* 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 Q 1I FICq "•' V. V '• Q r i 4Z704 • ¢iaL C T C T C BC L L D L DL 2 0.0 7.0 1D.0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 1 1 S MYTH LUMBER CO. ROOF TRUSS DIYISIC!N DATE 0 2 / 1 1 / 0 3 DRW SLTUSR352 03042295 S L T - E N G W M R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-2991522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH Tf 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFOA: NITH APPLICA8LE FROV1510NS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS 07HERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR S-FER T ; STATEOF C Q.. OR y,• .. B C TOT. LD. L L 0 37. 0 0 P S F PSF EON 13306 D U RF A C . 1.25 FROM SF PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORCzATION#9218 DRAWINGS 160 A*'. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE iR USCOMPONENT DESIGN SHOWN. 7H.E SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE. RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TPI 1-1995 SECTION 2 Feb 11 '03 SPACING 24.0" I 10-)/U LC1OD/U - PL-C) rnia unu r—r—Lu v i k'—' 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 II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 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 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 2 X 4 III 5X6= 5X6= 9-4-0 U A 1 L— 3X8(B5R) 2X4111 3X6(A1) 1-4-0 1-4-0 ti 19 0 0 2-0-0 19-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=481 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL 1 - R Scale=.1875" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND • R.q T C L L 2 0.0 P S F R E F R 3 5 2-- 8 1 2 1 2BRACING. REFER TO HIB -91 (HANDLING INSTALLING, AND BRACING). PUBLISHED BY TPA (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200. MADISON, Wi 53719), FOR SAF E TV IRACT ICES.FR ]OR TO ZIFIC,4 •, hPCEBEORNIINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED AfG4 .C T C D L 7.0 P S F DATE 02111103 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. }} , ROOFTRUSSDIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.42704 I BC DL 10.0 PSF DRW SLTUSR352 0.3042296 F RODUCTS, INC. SHALL NOT BE RESPONSIBLENSIBLE 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 3 -t APOPKA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORFIR WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF . BC LL 0.0 PSF SLT-ENG /t~IMR , SPEC IFICAT ON PUBLISHED BY THE AMERICAN FOREST AND PAP E0. ASSOCIAi ION) AND TP 1. ALPINE•S. R1OP1 407-299-1522 TOT LID. 37.0 PSF SEON - 27039CONNECTORSAREMADEOF20GAASTMA653GR40f.AL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ..•• FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1 . Z-5 FROM S FPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORErATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDfINC 15 THEWESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 '03 SPACING 24.0" r ANSI/TPI 1-1995 SECTION 2 I,L610JZU - LL10D/U - K-,; 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) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X8= I MIZ, UWU YKtYAKtU YKUM I:UMfUItK 1NFU1 kLUAUJ N U11"It IVJiUNZI) JU tlI"Il IItU 131 Inu-J 1-1--+. 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. 6via€ 3X6% 2.5X4 6 r- (A) —1 6 5X6 ) 5 X 6 8X12= 2.5X4= J 5X6 = 2-8-0 2.95 2.5X4III 9-4-0 2X4III 2X4111 7X8= 2X41112X4III 3X10 (F1) = 2X4III 3X6 (Al) 1-4-0 rr 1-4-0 ty 17-0-0 6-0-0 17-0-0 11-6-0 28-6-0 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" PLT TYP. Wave TPI-95 R Des gn Criteria: TIP STD FL BLDG CODE OTY:2 FL 1 R Scale 1875" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND HANDLINGBRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE RA7y- T C L L 20 . 0 P S F R E F R 3 5 2-- 8 1 2 1 3 INSTITUTE, 683 D'ONOFR IO DR., SU 200. MADISON, Wf 63719). FOR SAFETY FR AC7ICES PRIOR TO G`-tIFl I J•.IpSMYTHLUMBERCO. PERF0RNIING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1fGv T C_ D L 7 .0 P S F DATE O 2 / 1 1 / O 3 IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 2f o.42704 BC DLROOFTRUSSDIVISIONPRODUCTS, INC. SHALL N07 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 10.0 PSF DRW SLTUSR352 0.3042297 2722 SOUTH APOPKA BLVD. APOPKA, FL. 32703 BUILD THE TRUSSES IN CO HF OR MA NCE WITH TPC OR FABRICATING, HANDLING, SH IFPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE lSTATEOF 1• Q;J'•:V BC ILL 0.0 P S F S L T - E N G / WM R 407-299-1522- FAX: 407.299-9 1 53 CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OQ e ..w FRITOTLD 370 PSF SEQN 27041 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1. 25 FROM SF CERTIFICATE OF AUTHORIZATION # 9218 RESPONSIBILITY SOLELY FOR THE TRUSS C0MPONF NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 11 ' 03 - SPACING 2 4.0 ANSI/TPI 11995SECTION2 4ZIW)7u - K-4) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WEBS 2x4 SP #3 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= I M I J UNu I'Kr VAn LU rmuPi _uriruitn inruI kL—UJ a 1'01 . - 120 MPH WIND, 13.07 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. 2X4 III 5X6= 3X6% 5X6 % 5 X 6 6 r (A) 6A) 7X10 5X6= = 3X6a 2-8-0 3X6 (Al) .= J 2.95 1=474 2X4 III 9-4 0 5X6= 2X4 III 3X12= 14-2-0 OPTIONAL INTERIOR BEARING 1-4-0 1-4-0 I_ 15-0-0 _IL 10-0-0 —1— 15-0-0 _I11-6-0 -1 28-6-0 40-0-0 Over 2 or 3 Supports 'I R=1561 U=486 W=8" R=2272 U=614 W=4" R=1561 U=485 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD a OTY:2 FL 1 - R - Scale=.1875" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M Svx T C L L 20.0 PSF REF- R352--81214GRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TP1 (TRUSS PLATE INSTITUTE. 583DONOFROIGDR., SUITE 200, MADISON. WI 53119). FOR SAFETY PRACTICES PRIOR TO 'fIFICPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED :•(-T C D L 7.0 P S F DATE 02111103 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fG F ROOF TRUSS DIVISION "IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 BC DL 10.0 PSF DRW SLTUSR352 03042274 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AIIY DEVIATION FRO14 THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES I CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 1 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 1 STATE OF F 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP 1. ALPINE ( A.•:I CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q R,O•T••_ TOT. L D. 3 7. 0 PSF S E O N - 40502 FAx: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • ••• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING c'ss/ONA E D U R. F A C. 1. Z-5 FROM R HPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMrONENTDESIGNSHDW14. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AMOR17ATION #9218 ANSI1 COMPONENT FOR ANSECTPARTICULAR BUILDING IS THEVESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 11 SPACING 24. 0" J R E F - 1 S 0 7 3 5 2_ Z 0 9 LZ1857D 12185/D - R-5) :V' 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= 2X4 III THIS DWG PREPARED FROM COMPUTER INPUI (LUAUS 1S UIMENSIUNS) SUUMIIILU By IRUJS MER. e, 120 MPH WIND, 12.57 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 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4= 2X4111 5X8= 5X6 5X6 6 r r 6 T1 5X12= 2. 5X4 = 2.95 2-8-0 2X4111 i 9-4-0 6X106XSa 2X4111 3X10 ( Fl) 2 X 4 III 3X6 (Al) 1- 4-0 1-4-0 ry ry 13- 0-0 14-0-0 13-0-0 11- 6-0 28-6-0 40- 0-0 Over 2 Supports R= 1561 U=488 W=8" R=1561 U=488 W=8" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale=.1875" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE TE. 583 D'ONOFR IO DR., SUITE 200, MADI SO N, NI 53714). FOR SAFETY FR ACT[CES PRIOR TO PERFORMINC THESE FU NCT[ON S. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P RODUCTS. 'INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO MRw - Y' AIQ'tIFICl %`• 1G22 T NO.42704 lii!l aT C T C BC L L- D L DL 2 0. 7. 0 1. 0 0 0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 1 5 S MYTH LUMBER CO. ROOFTRUSSDIVISION DATE 0 2 1 1 D 3 DRW SLTUSR:352 03042298 SLT- ENG WMR 2722SOUTHAPOPKABLvD. APOPKA, FL 32703 407- 299 1522 FAx: 407-299-91 53 - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AHD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN. SPECIFICATION FLIBLI SHED BY THE AMER IC FOREST AND CAPER ASSOCIATION) AND TPI. ALPINE, CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER•/••'•a"• STATE OF ' P w RO,.• BC TOT LL L D . O. 0 3 7 0 PSF P S F S E O N 26905 D U R F A C . 1.25 FROM SF PROFESSIONALENGINEERINGCERTIFICATE OF AUTFIORGCATION#9218 DRAWINGS 160 A-Z: THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SH,WN. THE SUITABILITY AND USE OF THIS. COMPONENTFORNPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NEN1 Feb 11 '03 SPACING 24.0" I,LC10!)/U - LC1t531U - R-U) 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. 3X10(Fl) 120 MPH WIND, 12.07 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 0.29" 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= 2.5X4 % 2.5X4 6r W9 6 A) 2X4III 7X10 2.95 5X10 = 2-8-0J 2X4III I = 9-4-0 2XdIII rXXl0= FYC,= 2X4111 3X6 (A1) 1-4-0 r ry I 11-0-0 _Ise 18-0-0 28 6-0 I 11-0-0 11-6-0 40-0-0 Over 2 Support R=1561 U=490 W=8" R=1561 U=490 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M RD-_ T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 1 6BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Vf/ INSTITUTE. 503 D'ONOFRIO OR.. SUITE 200, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO 't IFI (; VA F ERFOR MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED .fG`V- 4i;.F.f! T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL MAY A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION ""IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENC,INEERED = NO.42704 BC DL 10.0 PSF DRW SLTUSR352 03042299 FRODUCTS, INC. SHALL NOT BE RESFO NS(BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FASR ICATING. HANDLING, SHIPPING. INSTALLING AND S APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLESPROVISIONS OF NDS (NATIONAL DESIGN ST/ATE OF BC ILL 0. 0. P S F S L T - E N G / WM R r CONNECTORSSPEC FT AT AREON MADESOFD20GABY TA$iMMA653 AGR40RESGALVANOSTEEL. ERE%CEPTIASI NO TEDAND TAPPLYACOHNEC TORS TO S. Q R TOT . L D. 3 7.0 PSF S E O N- 27059407-299-i 522 , FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEP. DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V r D U R. F A C. 1. 5 FROM SFPROFESSIONALENGINEERINGRESFONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESICNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORRATiON #9218 COMPONENT FOR All PARTICULAR BUILDING IS THENRESPONSIBILITY OF THE BUILDING DESIGNER, PER F P b 11 ' O + SPACING 24. 0 " ANSI/7FI 1-1995 SECTION 2. ' Z218 57D Z21857D R7) w THIS DWG PREPARED FROM COMPUTER INPUT (LGADS & DIMENSIONS) SUBMITTED BY TRUSS MFR." TOP CHORD 2x4 SP.#2 :T2, T3 2x4 SP #1 Dense: 120 MPH WIND, 11.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 :B2 2x6 SP #1 Dense: WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 :Wll 2x4 SP #2; BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.39" DUE TO LIVE LOAD AND 0.32" DUE TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL 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= 2X4= 2X4 6 W i i ET 1 6 HS512 = 3X4B2- 4X12 8X12 2.95 3X8 2 II8 04X6 1 9-4-0 2X4III 6X6= 3X8= 3X10(F1) 3X6(Al) 1-4-0 1-4-0 rs' - — E 9-0-0 _I. 22-0-0 _I_ 9-0-0 11-6-0 T 14-7-12 T 13-10-4 fE 40-0-0 Over 2 Supports R=1561 U=493 W=8 R=1561 U=493 W=8" PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODF QTY:1 FL - 1 - R - Scale=.1875" Ft. WARNING * TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND • TC L L 20. 0 PSF R F F R 3 5 2 8 1 2 1 7BRACING. .REFER TO HIB-91 "(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE. •.••••••'• INSTITUTE 583 D'ONOFR IO DR. ( HANDLING 200, FIADISON, WI 53119), FOR SAFETY FRACT ICES FR POR 70 F C4FPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED p: T C D L 7 . D PSF DATE - 02111103SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j Nn. 42704 RooFTRussDlvtsloN *"IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 BC DL 10.0 PSF DRW SLTUSR.352 03042300PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722SO17i7iAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING; INSTALLING AND STATE OF ' APOPKA, FL 32703 - BRACING OF TRUSSES. THIS OFSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S A BC L L Q • Q PSF S L T - F N G / 4JM R SPECIFICATION PUBLISHED BY THE AMEP,ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALFI NE••,• R,O `,1ao7-299-1522 TOT.LD. 37.0 PSF SEON 27035CONNECTORSAREMADE -0F 20GA ASTM A653 GR 40 GALV. STEEL, E%CEPT AS NOTED. AFFLY CONNECTORS TO •.•, FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE- OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS' COMPONENT DESIGN SHOWN. .THE SUI TABIL ITY AND USE OF THISD U R F A C . 1 25 FROM S1- fCERTIFICATE OF AUTHORIZATION #9218, COMPONENT FOR ANY PARTICULAR BU ILD I NG. IS THE RESPONSIBILITY OF THE BUILDING BE 51 GNER. PER - ANSI/ TPI 1-1995 SECTION 2. - Febl1 -- 03 _ SPACING24.0" -. " LL1tS5/U LL1255/U - K-t5J 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) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. ini3 uwu rn[r mnu -muri ;-vrir ui cm i—ui 1LVNU3 a virl ElN3lUlX3) 3uor11I ICli DT 1 nvoo 1 120 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. 6X6 III 5X4= 8X8 5X4= 6X6= 6 r T2 (A) T3 (A) 6 ITT 9-4-0 2.5X4 III 7X6= 5X4= 5X4 (R) III 7X6= 2.5X4 III 4X6(A1) = 4X6(A1) 1-4-0 22-4-0 _1 H 1 7-0-0 _1- 26-0-0 _L 7-0-0 _I 40-0-0 Over 3 Supports' R=1365 U=414 W=8" R=3898 U=1098 W=8" R=904 U=284 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 R - Scale=.1875" Ft. WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND R T C L L 2 0.0 P S F R E F R 3 52-- 8 1 2 1 8BRACINC. REFER. TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE 4 INSTITUTE. 563 D'ONOFRIO DR., SUITE 200. MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO .03IF C•• I/ F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 3 1!• 'T1.'C' T C D L 7.0 P S F DATE 0 2/ 1 1/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S to :' I ROOFTRO55DIVISION —IMPORTANT*" 'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7777 i i1 0.42704 D33dp BC DL -10.0 PSF DRW SLTUSR352 03042301PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 2722 SOUi'FLAPOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO ii APOPKA,FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 3 STATE OF L, BC LL 0.0 PSF SLT-ENG /WMR SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE - S• A V407-299-I 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO /: .y Fil `'''a TOT. L D . 37.0 P S F S E O N - 26938 FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,psQ •-••• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V aNA `i_ D U R F A C . 1 5 FROM S FPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTIHOR17ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THENOES ONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. Feb 1 1 ' u SPACING S E E ABOVE, LL12i5/U K-1U) Lit - - IFI1J UWU YKtYAKtU tKUM UVMfUItK IlAVUl IU V,AUJ h UI J-Itn3IV IAZI) aUDMII IrU of Inuz,' mrm TOP CHORD 2x4 SP #2 :T3 2x6 SP #2: 120 MPH WIND, 12.57 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 :B3 2x4 SP #1 Dense: WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF; WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD: 5X6 (R) III 2X4 III 2X4 III 6X8= 3X6= 6X10 2X4111 63 2X4 III 3X6 (Al) - 5X8= 3X6 (Al2X4III lc4 E 26-0-6 _Iy IE 13-0-0 =, 14-0-0 --- - 13-0-0 _I 1 12-7-0 T 6-10-0 T 20-7-0 40-0-0 Over 3 Supports --,1 9-4-0 R=1107 U=378 W=8" R=1308 U-336 W=3.5" R=707 U=283 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE" OTY:1 Ft 1 R - c Scale WARNING,"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION,. HANDLING, SHIPPING. INSTALLING AND M 6TC L L 20. 0 P JF REF R35q--81219 BRACIMG. REFER TOHIB-91 (HANDLING INSTALLING AND BRACING), PUBL ISHEO BY TPI(TRUSS PLATE e' "• ti LINSTITUTE. 583. D'ONOFR IO DR.. SUITE 200.MADI SON. WI 53Z 19), FOR SAFETY PRACTICES PRIOR TO'•t'F'• FERFOP.MING THESE FUNCTIONS. UNLESS OTHERWISE iND ICA TED. TOP CHORD SHALL HAVE PROPERLY ATTACHED: .F T C D L 7.0 PSF DATE - 02111103 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RI6I0 CEILING. ci F : ROOF TRUSS DIVISION —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO. 42704 i BC "DL 10.0 PSF DRW-SFTUSR352 03042275 FR ODUCTS, INC.SH ALL NOT BE RESPONSIBLE NSIBLEFOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO *. S :_L 6' 2722 SOUTH APOPKA BLYD. BUILD THE TRUSSES IN CONEORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND R B CL L 0 . 0 PSF S L T - E N G W M R APOPKA, FL 32703 BRACING OF TRUSSES. —THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF 407 299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40GAL V.. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO••'• y R1 T 0T . L D , 3 7 .0 PSF S E O N 40459 FAX: 407-299-91 53 EACH FACE OF .TRUSS,. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO N.NECTORS PER • ••••••"•t••• ,,7 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS ORAWE NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING sIONA `, D U R . F A C 1 . 2 5 FROM S F RESPONSIBILITY SOLELY FOR THE TRU SS CO MPONENT DES I GNSHOW N. THE SU I TABILI T Y. AND USE OF TH IS CERTTFIGATE OF AUTHORRA-TION4P92T 8 COMPONENT FOR ANY PARTICULAR BUILDING. IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ANSI/ TPI 1-1995 SECTION 2. Feb-11 u SPACING 24.0" JREF 1S07352_Z09 LL1t55/U - K-11) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: B3 2x4 SP SS Dense: WEBS 2x4 SP #3 :W4 2x4 SP ##2: 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. 120 MPH WIND, 12.07 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. DEFLECTION MEETS L/:360 LIVE AND L/240 TOTAL LOAD. 5X6= 3X8= 5X6 2.5X4 2.5X4 W4 6 r- 6X10= 6 fl B2 (A) 2-8-06X10= 9-4-0 3X4= 2X4111 2X4 Ili 2X4 III B3 5X10 2X4111 3X6 (Al) = 2X4 III 3X6= 3X6 (Al) 1-4-0 25-9-12 'I 1-4-0 IE 11-0-0 _I, 18-0-0 _I_ 11 0-,0__ 19-5-0 r 20-7-0 40-0-0 Over 3 Supports ' I R=796 U=292 W=8" R=2147 U=593 W=3.5" R=179 U=180 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL 1 - R - Scale =.1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO H1B-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MADISON. NI 537191.- FOR SAFETY PR ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIFFING, INSTALLING AND BRACING OF TRUSSES. THIS DE5IGN CONFORMS WITH APPLICABLE FP.DVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND FAPEP. AS`.00IATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M M ei'A_ItIF'iw• t ( 'Q.' N0.42704 §. i - dQSSTATEOF I O R,O ••• - Ps IVAL T 1. T C BC B C TOT. L L D L DL L L LD . 2 0. 7 10. 0 0. 0 37. 0 0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 8 1 2 2 0 DATE 02111103 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAx: 407-299-91 53 DRW SLTUSR352 03042276 S L T - E N G W MR S E O N 40461 D U R. F A C. 1. Z-5 FROM SF PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SPACING 2 4. 0" J R E F 1 S 0 7 3 5 2 Z 0 9 CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THEVIRESPONSIBILITY OF THE BUILDING DESIGNER., PER ANSI/ TPI 1-1995 SECTION 2 F e b 11 k L,L15 /U - K-1LJ TOP CHORD 2x4 SP #2 :T2, T3 2x6 SP #2: BOT CHORD 2x4 SP #2 :B2 2x6 SP SS: B3 2x4 SIT #1 Dense: WEBS 2x4 SP #3 :W4 2x4 SP #2: DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2.5X4 6 r 6X6= INIZ) UWU rKLI'AKtU rKUPI L.UMFUILK InrUI ILU(\U3 N UI Mr I43IV IN 3) 3UDr11l ICU DI IMU33 rlrM 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. ' ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3X8= 7X6= 2X4111 6X6= 2X4% 6 2. 5X4 = 2.5X4 = 2X4 III 2 X 4 III B33= 5X8X4 3X6(Al) 3X6(A1) 1 4 0 25-9-12 _I 1-4-0 9-0-0 I 22-0-0 _I_ 9-0-0 _I 40-0-0 Over 3 Supports R=924 U=324 W=8 R=1807 U=502 W=3.5" R=391 U=185 W=8" 9-4-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL 1 - - R - Scale=.1875" Ft. WARNING*TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING. AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 683 D'ON OFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO FERFORH[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGN SPECIFICATION PUBLISHEO DY THE AMERICAAN FOREST AND FAFER ASSOCIATION) AND TPI-. ALPINE CONNECTORS ARE HAS OF 20GA ASTM A653 GR40 GALV: STEEL, EXCECT AS NOTED. AFFLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M RP 1(F••w' 4P T d NO.42704 1n 7[ n STATE OF % Pr• YQRC . Q t T C C BC B C T 0 T L L D L DL L L L D . 20.0 7 10.0 D. 37.0 0 D P S F PSF PSF P S F P S F R E F R 3 5 2-- 8 1 2 2 1 S MYTH LUMBER CO. ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 -- 407-299-1 522 FAX: 407-299-91 53 DATE 0 2 / 1 1 / 0 3 DRW SLTUSR.352 03042277 S L T- E N G W MR 5 E O N 40384 D UR F A C . 1.25 FROM S FPROFESSIONALENGINEERING CERTIFICATE OFAUTHORILITI0N#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ION•Me•••{. Feb 11 '03 SPACING 24.0" JREF 1507352_Z09 10)/u - 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(A1) L1 - 4 In13 unu rRCrmmcu rRun --ir UI— i—Ul k—LIJ 1- 1J) - i — 11. 120 MPH WIND, 13.36 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 0 7-.0_1-5-o-J I_ 12-7-0 16-2-0 1 8-8-0- 5-1-0 _I I` Tc LE 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 TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:5 FL 1 - R - Scale=.3125" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND Rw - T C L L 20.0 P S F R E F R 3 52-- 8 1 2 2 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY iF] (TRUSS PLATE 'Y_/IINSTiTU7E. 583 D'ONOFRIO DR., S111TE 200. MAOISON, N1 53719). FOR SAFETY PRACTICESAC7ICES PRIORIOR TO Q't F` . /( PEERF ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL MAYE PROPERLY ATTACHED Ile J`!` T C D L 7. 0 P S F DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V ; ' pIMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d N0.42704 • ' BC DL 10.0 PSF DRW SLTUSR352 03042278ROOFTRussDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO * ; 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 2 APOPKA, FL 32703 BRA CING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN % STATE OF BC L L 0.0 P S F S L T - E N G / W MR .. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP ER ASSOCIATION) AND TP1. ALPINE '. 407.299-1 522 CONNECTORS ARE MADE OF 206A ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO e O R1Q.'••,(•Q T 0 T . L D . 37.0 P S F S E 0 N - 23872 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER vs/•• v DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •ONA PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRU55 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1 . Z 5 FROM S L C 11 CERTIFICATE OF AUTmRIZATTON #92I8 COMPONENT FOR ANY PARTICULAR BUILDING IS THENESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 11 '0 3 SPACING 24. 0" J R E F - 1 S 0 7 3 5 2 Z 0 9ANSI/TPI 1-1995 SECTION 2. Z21857D R-15) k' THIS DWG PREPARED FHUM CUMPUIEH 1NPU1 LUPUJ 5 U1 Mt NJl UwJ) aUtmlI ItU bI Inua- mrn. TOP CHORD 2x4 SP 2 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 2 :B2 2x4 SP #1 Denser WITHIN 4.50 FT FROM ROOF EDGE, CAT TI, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF.. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X8= 2X4 III 3X8= 2X4= 9-4-0 2X4 (Al) 3X8= 2X4 III L1 4 2 j 0-7-0 9-0-0 _ 12_3.0 12-7-0 8-8-0 21-3-0 Over 2 Supports J R=854 U=291 W=8" R=800 U=264 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:l FL 1 R - Scale=.3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION• HANDLING, SHIPPING, INSTALLING AND lid• TC LL 20.0 PSF REF R352 -81223 BRACING. REFER TO HIB.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MAD I SON, WI 53719j. FOR SAFETY FRACTICES PRIOR TO A Avy,`1^ F • // CqT ! TC DL 7.0 PSF DATE 02/11/03 SMYTH LUMBER CO. F ERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V; IMPORTANT". FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f NO. 42704 • BC DL 10.0; PSF DRW SLTUSR352 03042279 ROOF TRUSS IVISION FRODUCT5. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO SHIPPING, INSTALLING AND 1 : 7C 71 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TFL: OR FABRICATING. HANDLING, DESIGN 1 j BC EL 0.0 PSF SLT-ENG WMR APOPKA, FL 32703 BRACING OF TRUSSES. THI SDESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FORE-ST AND PAPER ASSOCIATION) AND TP1. ALP INE'•., STATE OF [>c S R1Or:.1 V407-29&T522 _ CONNECTORS ARE MADE OF 20GA'ASTM A653 GR40 f.ALV: STEEL. E%CEFT AS NOTED. APPLY CONNECTORS TO TOT AD. 37.0' PSF SEQN 26972 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z.THE S€AL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERS Nf, n`•.,,,,•.,.• y//j 1\ DUR FAC 1.25 FROM AFPROFESSIONALENGINEERINGRESPONSIBILITYSOL.ELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS v M` CERTIFICATE OF AUTHORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SRO NS I8L ITYOF THE BUILDING BE PER Fpb 11 .. - cI PACING24.0" JREF C1S07352_Z09 JANSI/TPI 1-1995 SECTION 2.- LLIWD/U - K-I0(ZFLT)) TOP CHORD 2x4 SP #2 :T2 2x6 SP #2: BOT CHORD 2x6 SP #2 :62 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 at 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= I MIJ UWV FKLFAKLU rfi Ul"I I,VIMt'U I LIt IIN YUI tLVAUJ 6 U11-IC IV JiVNZJ) )UDIMII ICU DI IMVJJ Firm. 2 Complete Trusses Required NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. T2 3X4= 2X4(A1) 11-4-y 3X6= 2X4111 7-0-0 13-8-0 12-7-0 8-1-0 20-8-0 Over 2 Supports R=1407 U=603 W=8" R=1112 U=6I5 W-4" T 1-2-3 1$0-0 PLT TYP. High Stren th Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 - - R - Scale=.3125" Ft.. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING,. SHIPPING. INSTALLING AND R)i R TC L L 20.0 P S F R E F R 3 5 2-- 8 1 2 2 4BRACING. REFER 70 HIT HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE. ryA INSTITUTE, 583 D'ONOFR10 DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO 'IFICw I T C D L 7. 0 P S F DATE 02111103PERFORMIN6THESEFUNCTIONS. UNLESS O7HERNISE INDICATED, TOP CHORD SNALL HAVE PROPERLY ATTACHED ;'' -7 C' S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S(AIMPORTANT*6 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i ND. iZ]04 BC DL 10.0 PSF DRW SLTU$R352 03042280ROOFT1tu$$ DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SouTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING,. HANDLING. SHIPPING, INSTALLING AND ^ 7[ APOPKA. FL 32703 - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO(NATIONAL DESIGN STATE OF ; BC L L 0 . 0 P S F SET- E N G / W M R SPECIFICATIOk PUBLISHED BY THE AM ERICAN FOREST AND PALER ASSOCIATION) AND TF[. ALPINE h R,O... T 0 T. L D. 37. 0 P S F S E Q N 2 6 9 7 4407-299-1 522 S C V Q'jCONNECTORSAREMADEOF20GAASTMA653C,R4O GAL V. STEEL, E%CEC7 AS NOTED. APPLY CONNECTORS TOFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. - THE SEAL ON THIS DRAWING INDICATES ACCEPTANCEOF PROFESSIONAL ENGINEERING - s'eS'Np Ql1 D U R . F A C . 1.25 FROM S L CRESPONSIBILITYSOLELY .FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH15 ,• CERTIFICATE OF AUTHORIZATION ik921E3 COMPONENT FOR ANY PARTICULAR BUILDING IS THERRESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 11 S P A C I NAG S E E A B O V E J R E F - 1 5 0 7 3 5 2 Z 0 9ANSI/TPI 1-1995 SECTION 2. •' y LL1O,/U - K-1/) - - ••. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 5X4= INIZ) Uwb rKtVAKtU rKl111 l,UI'IrUIrM llYrUI (L ;hvJ O Ul;-IC In 0 Lvn o7 ii i .. 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4 0 5 X 4 6 F— 1 6 8-0-0 2X4 (A1) 5X4= 2X4 (A1) 1-4-2 j 1-4-2;:j 10-0-0 _L— 10-0-0 _I 20-0-0 Over Continuous Support R=82 PLF U=28 PLF W=20-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 - R - Scale =.3125 Ft. BWARNING— 'TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND M M RNO,- PETIC L L 20.0 P S F R E F R 3 52-- 8 1 2 2 5BRACING. REFER TO HIB-91' (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR TO -V" •'t'F' • / / RFDRMINf. TMESE FUNCTIONS: UNLESS OTHE P,N ISE INDICATED. 70P CHORD SHALL HAVE PROPERLY ATTACHED VVV:,q TC DL 7.0 PSF DATE 02 11 03 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. CJ ROOF TRUSS DIVISION _1MPORTANT" FURNISH A COPY OF THIS DESIGN. TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.4270,4 • BC DL 10.0 PSF DRW SLTUSR352' 03042281PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TFI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ; t 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 NDS (NATIONAL DESIGN S STATE OF 6 407-299.1 522 CONNECTORSI ONEP NADESOFD20GATASTMMER I CAGR40RCSST AN D T EELER E XC E PTIAS INN) AND T APPLVACD RNEC TORS 70 S Pf v FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER••,,,OR1C,. TOT. LD. 37.0 PSF SEON - 23938 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL DN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM A FRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORCEAT10N #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS -THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F e b 11 ANSI/TPI 1-1995 SECTION 2. SPACING 24. 0" J R E f - 1$ 0 7 3 5 2 Z 0 9 Le IOn/U - K-10) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD 5X4= i ni3 unu me—mcv rnvri uurirui En inrvi LVM— n viI--1 ra! I — _., '""- 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2 X 4 2X4O 6I 1 6 8-0-0 5X6= 2X4(Al) = 2X4(A1) 1-4-O.J 1-0 0 I 10-0-0 _L 10-0-0 ,1 20-0-0 Over 2 Supports _1 R=823 U=286 W=8" R=800 U=265 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R - Scale=.3125" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND TRUSS PLATEBRACING. REFER TO HIB-31 (HANDLING INSTALLING AND BRACING), I. PUBLISHED BY TPI CTI PERFORMIli f, THESEDFUNCTIONSORUNLESSTO7H ERW[SEDINDIC ATED, TOPIC HORD FOHAL LFHAVEF F ROPE RLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIU Nf.. 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 V * D eee777{ j :1o.42%04 ' Bp fJI.01 T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 8 1 2 2 6 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 0 2/ 1 1/ 0 3 DRW $LTU$R3 2 03042282 SLT-ENG WMR2722SOUTHAPOPKABLVD. APOPKA, FL 32703 FAx: 407-299.9153 BUILD THE TRUSSESINCONFORMANCE WITH TPIHSOWITHABRICATING.HANDDLING. S SHIPPING. INSTALLINGSANDfSTABC SPEC IFIC AT f ON PUBLISHED BY THE AIA ER CCAN FOREST AND PAPER ASSOCIATION)AND TPI.ALPINE CONNECTORS ARE MADE OF iDGA ASTM A6I GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH iS DESIGNPOSITION CONNECTORS PER J A 407-299-7522 TOT. ifPROFESSIONAL LL LD. 0. 0 37. 0 PSF PSF SEQN 27675 U R F A C . 1 . 5 FROM A F ENGINEERINGCERTIFICATE OF AUTIHORaATiON #9218 DRAWINGS 160A-Z.THE SEAL ONTHISDRAWING INDICATESACCEPTANCE OFPROFESSIONAL ENGINEERING RE SFO NSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ANSI/ TPIT1f/39INSECTTONCpLAR BUILDING IS THE"RESFONSIBILITY OF THE BUILDING DESIGNER, PER D F e b1 1 0 3 SPACING 24. 0" J R E F 1 S 0 7 3 5 2_Z 0 9 LC1255/U K-IV) IHI, LIWU I'KLVAKLU FRUM (,UMF'UILK 1NFUI L15AUJ h UI LNJIUNN) JUUMIIILU GT IKUJ- MI-K. TOP CHORD 2x4 SP 2 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ` WEBS 2x4 SP 3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 (A1) 5X4= 2X4S 2X4.0 6 f — —1 6 ff +8-0-0 E xti= 2X4 (Al) _ L1,-4-?j 100 0 10 0 0 20- 0-0 Over 2 Supports R= 825 U=289 W=8" R=736 U=207 W=8" PLT TYP. Wave TPI-95 R Desi n Criteria: TPI STD FL BLDG CODE OTY:4 FL l R Scale 3125" Ft. WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER. TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON. WI 53119), FOR SAFETY PRACTICES PRIOR TO op STRUCCRFOTURAL PANEHESLS, B OTT OMSCHORDS SHALL ER HAVESA PROPE R LYD ATT ACHEDR DIG I DALL HAVE CEI LINO. PROPERLY ATTACHED IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORFIANCE WITH TPI OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONE ORHS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SFEC( FICATION PUBLISHED BY THE AMER iCAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M. A. IFI C'• S G 1 ND.704 7C >• STATE OF t Q' ' { y=- O R,O •..•av e•,`'•....`••• njAL T C T C BC Bl. TOT L L D L DL LL L D . 20 7. 0 10. 0 0. 0 37. 0 D P S F P S F c PSFPSF P S F R E F R 3 5 2-- 8 1 2 2 7 S MYTH LUMBER CO. ROOF TRUSS 1VISIOm 2722Sou- NAPOPKABLVO. APOPKA, FL 32703 407- 299.1 522 FAX:. 407-299.91 53 DATE 0 2 1 1 0 3 DRW SLTUSR352 03042283 SLT- ENG /WMR S E 0 N - 27662 D U R. F A C. 1.25 FROM A F PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF FROFESSiONAL ENGINEERING RESPON S7BILITY SOLELY FOR THE TRUSS COME ONENTDESIGN SHOWN. THE SUITABILITY AND USE OF THIS V SPACING 24.0" JREF 1SO7352_ZO9 CERTIFICATEOFAUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI) TPI 1-1995 SECTION 2. Feb 11 'u I RCS"HnCU InVr'I . Vi"r ULn iR Vr L UnU. a vaii r,avr. ,,vvr,a v vi ii..... ,. .. TOP CHORD 2x4 SP 2 120 MPH WIND, 10.89 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP 1 Dense WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. Rt Slider 2x4 SP 3: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= 0-5-3 V 2X4(Al ) = 1 9-10-0 I 9-2-8 1 19-0-8 Over 2 Supports R=716 U=213 W=6" R=694 U=209 i 0-8-1 F PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:6 FL 1 R - Scale =.375" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M M R T C L L 20.0 P S F R F F R 3 5 2-- 8 1 2 2 88RIC[NG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ryA I NS7ITUTE. 683 D'ONOFRIO DR., SU I7E 200, MAD !BOND W[ 63119), FOR SAFETY PRACTICES PRIOR TO ,1 ` .,.• tFICw• 'I/ F ERFORMINC THESE FUNCTIONS. UNLESS OTHERWISE INOICA TE D, TOP CHORD SHALL HAYE PROPERLY ATTACHED l 4.'.c` T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 S MYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t V F ROOF TRUSS DIVISION _IMPORTANT_ FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F No.42704 : 888 BC DL 10.0 PSF DRW SLTUSR.352 03042284 YPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY I ATIONFROM THIS DESIGN: ANY FAILURE TO * 1 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 7 B C L L 0.0 P S F S L T - E N G W M R APOPKA, FL 32703 BRAG RIG OF TRUSSES. iHiS DESIGN CONFORMS WITH AFPL [CAB LEA SSPROVISIONS OF NOS1. (NATIONAL DESIGN "Qtti STATE O F' 'Q` 407- 299-1 522 CONNECTORSSPEC F1 ATTAREFMADEUBLISOFDZOGATASTMI1A6S3AGR40RGALVST AIIDTEELEREXCEPTTASAT INOTEDND TAFPLYACONNECTORS TO ,}Vj` S O R1:•'TOT. L D. 37.0 P S F S E 0 N - 36080 FAx: 407.2999153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS FER • W' ' + DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ss/aNAIL D U R . F A C . 1 . ? 5 FROM A F PROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESTGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION#9218 ANSIJT ENT If 0RANY PARTNC ZLAP. BUILDING IS THE RESPONSIRILITY OF THE BUILDING DESIGNER, PER Feb 11 r03 SPACING 24. D" JREF - 1S07352_Z09 Z21857D R22) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 100 MPH WIND SBC or 120 MPH ASCE 7-98 (CAT II,EXP B), 15.00 FT MEAN BOT CHORD 2x4 SP #3 HGT,ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND WEBS 2x4 SP #3 BC DL = 5.0 PSF: SEE DWGS A12030ECO901 & GBLLETINIOOI FOR MORE REOUIREMENTS. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5X4= 6 1— 1-8-3 L- 0 2X4(Al) 1_ 2-8-0 7-11-0 10-7-0 Over Continuous Support R=108 PLF U=26 PLF W=10-7-0 Note: All Plates Are W2X4 Except As Shown. ' PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:1 FL 1 - R Scale =.375" Ft WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND - M. T C. L L - 3 D D PSF. REF R 3 5 2 - 8 1 2 2 9BRACING. REFER TO HIB-91 (HANDLING. INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE - QyINSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MAOISON. HI 5J719). FOR SAFETY PRACTICES PP.IOR TO Y"'iIFIC;gF TC DL 15.0 PSF DATE 02 11 03FEIFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED: TOP CHORD SHALL HAVE PROPERLY ATTACHED SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G (o.0 ROOF TRUSSDIYISION —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j i4o.42704 q BC DL 10 0 PSF DRW SLTUSR352 03042285PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Y - M2722SOUTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND ' p C L L p . p PSF S L T - E N G WI'IRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS W ITH.APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 'STATE OF •Q` / - 407.299-1 522 SPECIFICATION FUEL I SH ED BY THE AME P. ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 101, L( CONNECTORS ARE MADE OF20GA ASTM A653-GR40 GALV. STEEL. ENCEFTAS NOTED. APPLYCONNECTORS.TO I• OR,Q••TOT. AD. 55.0 PSF SEON - 18575FAX: 407-Z99-91 53 EACH OF: TRUSS. S, AND UNLESS OTHERWISEISE LOC A7ED ON THIS DESIGN; POSITION CONNECTORS PER P •••QQ'•••••c nA PROFESSIONAL ENGINEERING. DRAWINGS 160 A-Z. -THE SEAL ON THIS OR AWING INDICATES ACCEP TAIME OF PROSE SS IOVAL ENGINEERING `p••IVA ' DUR. PAC.. 1 .33 FROM AFR.E SP NSIB ILITY SOLELY FOR THE TRU SS .COMPONENT DESLGN .SHOWN, THE SUITABILITY AND USE OF THIS CERTIFICATEOFAUTHORRATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 1.1 ANSI/TPI 1 1995 SECTION 2. SPACING 24.0" JREF - 1S07352_ZO9 Zib5/U - r,-LJ) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :M1, M2 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 81 PLF at -1.46 to 81 PLF at 11.71 BC From 20 PLF at 0.00 to 20 PLF at 10.17 5X4= 120 MPH WIND, 16.11 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. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. JA0 III 1 l I I JAv „ IE1-5-0>1<1-7.03?J 0 11 0 1-5-0>J 1 5-1-0 1 5-1-0 1 10-2-0 Over 2 Supports R=702 U=376 W=4" R=565 U=278 W=4" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFERTO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS .PLATE Q R T C L L 20. 0 P S F R E F R 3 5 2-- 8 1 2 3 0 INSTITUTE; - 583 D'ONOFRIO DR.. SUITE 200, MAD ISON , WI 53719j. FOR SAFETY PRACTICES PRIOR [OR TO V'"i•'(1F1 ('w•'•, 4.:c` SMYTH LUMBER CO. F ERFOR MiNG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, i0F CHORD SHALL HAVE PROPERLY ATTACHED PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G`Sr- T C D L 7.0 P S F DATE 0 2 / 1 1 / 0 3 STRUCTURAL IMPORTANT— TO ALPINE ENGINEERED d No.42704 A ROOFTRlI5SD1Y1510N FURNISH A COPY OF THIS DESIGN THE INSTALLATION CONTRACTOR. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03042286 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BP.ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 3 SSTATEOF ;Q! S•k BC LL O.Q PSF SLT-ENG WMR 407-299-1 522 FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R'OPj vpy , i s tw T 0 T . L D . 3 7.0 P S F S E O N 23916 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 4PP D U R . F A C . 1 . ? 5 FROM A F CERTIFICATE OF AUTHORIZATION #9218 R.ESPONSIB I LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTCTION BUILeING IS THEIRESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 11 '03 SPACING S E E ABOVEI J R E F 1 S 0 7 3 5 2_ Z 0 Z218570 - R-24) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 4X8= 3-2-7 THIS DWG PREPARED FHOM COMPUItH INPUI (LUAU-N & UIgtPIJIUPIJ) JUUMIIILU UI IKU3J Pirrc. 120 MPH WIND, 16.11 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 3-2-7 0 2.5X4= LE1-4-8>L<-1-7-0->j 0 11 1-4-8>J I 5-1-8 I 5-1-8 _I 10-3-0 Over 2 Supports _I R=504 U=342 W=3.5" R=421 U=273 W=3.5" PLT TYP. Wave TPI-95 R Design Criteria: TRI STD FL BLDG CODE a 0TY:3 FL 1 R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND INSTALLING AND BP.AC ING PUBLISHED BY TP[ (TRUSS PLATE wIYI T C L L 20.0 P S F R E F R 3 5 2 - 8 1 2 3 1BRACING. REFER TO HIB-91 (HANDLING . i NSTI1UTE. 583 D'ONO FRIO DR.. SUITE Z00. MADISO N. WI 53719). FOR SAFE TV PRACTICES PRIOR TO e V.• .•,t'FI• C ••••,. 7 P S F DATE 0 2 1 1 0 3 SMYTH LUMBER CO. P ERFOP,MING THE5E FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. r• i w r T C D L 0 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 NO. nY%Oa ' 41 BC DL 10.0 PSF DRW SLTUSR352 03042287 SOUTH APOPKA BLVD. BUILDTHE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 7C 7i " 0 2722 APOPKA, FL 32703 BRACING OF TRUSSES. - THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN j 1 .STATE OF B C L L 0.0 P S F S L T - E N G / WM R 407- 299-1 522 FAX: 407-29391 53 SFECIF IC ATION PUB LISHED BY THE AMERICAN FOREST AND PAPERASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST14 A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 014 THIS DESIGN, POSITION CONNECTORS PER S•.',• 0 R' O [..• ss fllAL T 0 T . L D . 3 7 . 0 P S F S EON 2 7 6 5 2 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R FA C . 1.25 FROM SF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSC014PONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORrLATION #9218 COMrONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF. THE BUILDING DESIGNER. PER - F e b11 _ SPACING 2 4. 0" J R E F 1 S 0 7 3 5 2_Z 0 9 ANSI/TPI1-1995 SECTION 2. Ic iuSiu VI) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 6 F-- 2 X 4 III 2X4 (D1) 12-4-3 2 X 4 III 2-8-0 Over Continuous Support R=70 PLF U=67 PLF W=2-8-0 INIJ UWL, NKtHAKtU hKUM LUMPUILH INFU I (LUAU) & UI MtNJIUNJ) JUBMIIItLI BY IKUJJ MtH 120 MPH WIND,. 13.16 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. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE aQTY:2 FL 1 R Scale WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR[0 DR., SUITE 200. MAD 1'ON. NI 53719). FOR `.AFETY PRACTICES PRIOR TO F ERFOR MIND THESE FIJ NCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT"' FURNISH A COPY OF THIS DESIGN GN TO THEINSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILURE TO UILBRACOINGHOFITRUSSES'N CO THIS DESIGNICONFORMSONITHAAPPLICABLE PROVVISIONSBRIC A"N G. HANDLING. SOFPNOSG(NATIONALING AND DESIGN M M R t Fl(•'•., J•( yK "'jT•. F ; j NO, 442701 e STATE OF • i' C T C T C BC B C L L D L DL L L 2 0. 7 . 10.0 0. 0 0 P S F P S F PSF P S F R E F R 3 5 2-- 8 1 2 3 2 SMYTH LUMBER CO. ROOF TRUSS IvIS10N 2722 SOUTH L 327PKA BLVD. APOPKA, FL 32703 I -I DATE 0 2 / 1 1 0 3 DRW SLTUSR352 03042288 S L T- E N G / W M R 407-299.1 522 FAX: 407-299- 9153 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER k Af L 4 0RiOtlPw6•••, TOT. L D . 37.0 P S F S E Q N 35549 D U R F AC . 1 .2 5 FROM R H PROFESSIONAL ENGINEERING DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESFONSIBIL[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS^L VO(n v CERTIFICATEOFAUTHORTZATION$t9218COMPONENT FOR ANYPARTICULARBUILD4,NG IS THE hESFONSIBILITY OF THE BUILDING DESIGNER, PER ANSIiTPI 1 1995 SECTION2. Feb 11 'UJ SPACING 24.0' JREF 1507352_Z09 LC1OJ/U YLJ •ini urvu rn rnn u invn urr i u. ....., •a •, r TOP CHORD 2x4 SP #3 120 MPH WIND, 12.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD SEE DWG VALTRUSS0699 FOR VALLEY DETAILS. 2X4 2 X 4 III 6 D1) 11-4-3 2 X 4 III 4-8-0 Over Continuous Su ort R=74 PLF U=39 PLF W=4-8-0 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 1a OTY:1 FL 1 - R - Scale =.375" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND _` T C L L 20 . 0 P S F R E F R 3 5 2-- 8 1 2 3 3BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRAC [NG). PUBLISHED BY TP1 (TRUSS PLATE ,eN1 IYI A - INSTITUTE. 583 D'O NOFRIO DR., SUITE 200, MADISO N, NI 53719), FOR SAFETY FR AC TICES PRIOR 70 _\T',.••••••• 'Y,(_ PEERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. 70P CHORD SHALL HAVE PROPERLY ATTACHED \vv TG tIFI CW% 14% T C D L 7. 0 P S F DATE D 2/ 1 1/ 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION - "IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j N0•42704 •' BC DL _ 10.0 PSF DRW SLTUSR352 03042289PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING.. HANDLING. SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES.. THIS DE 407.299.1 522 SIGN CONFORMS NITH APPLICABLE PROVISIONS OF NOS (NATZONAL.DESIGN S : BC L L 0.0 P S F S L T- E N G / W M R SPECIFICATION PUBLISHED BY THE AMFRICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPS01111 T 0 T . L D . 37.0 P S F S E 0 N - 35552 INE STATE OF ; 4 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.'STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO •'' pr FAX: 407- 2999 153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED AiEO ONTHIS DESIGN. POSITION CONNECTORS PER •. ..• PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING s NAL D U R - F A C . 1 .25 FROM R H RESPONSIBILITY SOLELY FOR THE TRUSS C0HPONE ZIT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS U(r D CERTIFICATE OFAUTHORRJHTION # 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 11 - SPACING 2 4. 0" J R E F - 1 S 0 7 3 5 2 Z 0 9 ANSI/TPI1-1995 SECTION 2. kczLuSiU - V-)) 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 6(— D1) fni 10-4-3 2 X 4 III 6-8-0 Over Continuous Support R=74 PLF U=30 PLF W=6-8-0 120 MPH WIND, 12.16 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:1 FL 1 R Scale 375" Ft. WARNING"* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO(••IFI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT RE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO R, V 4.:c` IG NO.4270'4 a T C T C BC L L D L DL 20.0 7.0 10.0 P S f P S f PSF R E F R 3 52-- 8 1 2 3 4 DATE 0 2/ 1 1/ 0 3 S MYTH LUMBER CO. ROOFTRIISSDIYISION DRW SLTUSR352 03042290 S L T - E N G / W MR2722SOUTHAFOPKABLVD. APoPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AM ER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 f.ALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF ,• Q O R10P1nn•••/} 4 BC T 0 T. L L L D. 0.0 37.0 c- PSFF P S F S E Q N - 33926 D UR F A C . 1 . 2 5 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF ALITTNORTIATION#9218 DRAWINCS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUIL0414G IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. NAL r Feb 11 '03 SPACING 24.0 LJREF - 1507352_Z09 Z21857D - V4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED BY TRUSS MFR,' TOP CHORD 2x4 SP #3 120 MPH WIND, 11.66 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #3 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND , t WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS, L/360 LIVE AND L/240 TOTAL LOAD. - SEE DWG VALTRUSS0699, FOR VALLEY DETAILS. 2 X 4 111 2 X 4 111 6 F- 2X4(D1) 9-4-3 2 X 4 III 2 X 4 III 8-8-0 Over Continuous Support R=74 PLF U=32 PLF W=8-8-0 PLT TYP. Wave TPI-95 R Design Criteria: .TPI STD FL BLDG CODE OTY:1 FL 1 R - Scale =.375" Ft. WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATIONS, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE.. 583 D'ONOFRFRIG R. SUITE 200.MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR To FERFOP.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M. e A(IFIC ! q TC LL TC DL 20.0 PSF 7.0 PSF REF R352--81235 DATE 02 11 03 SMYTH LUMBER CO.. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. irfC! {P lROOFTFtUSSDIVISION ., 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 No.42704 BC DL 10.0 PSF DRW SLTUSR352 03042291 SLT-ENG /WMR2722SOuTHAPOPKABLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING; INSTALLING AND NS OF NDS (NATIONAL DESIGN - BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE FROV IS [ON STATE OF BC LL O. D PSF FUBLAS OC TPI INECTORS S P.r w 407-2931522 CONNECTORS.I ARE MADES OFHE 20GAT ASTMII A653AOR 40R GAL V. STEEL. EXC E PT ASI NOTED. A PPLYAC O NL TOTOT .LD. 37.0 PSF SEON - 35567 FAX: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR PAC. 1.25 FROM RH PROFESSIONALENGINEERING '- FOR THE TRUSS THE SUITABILITY AND USE OF THIS. CERTIFICATE OF,AU7H012QA170N #921Ei RESPONSIBILITY SOLELY COMPONENT DESIGN SHOWN. - COMFONE NT'FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0F. THE BUILDING DESIGNER, .PER FPU 11 'U SPACING 24.0" 7 IJREF1S07352ZO9ANSI/TPI1-1995 SECTION 2: - tZ1tS5/U 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 120 MPH WIND, 12.19 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. 6 f5X4= 2X4III 2X4(D1) 11-4-15 2X4111 2X4 Ili 1_ 2-6-8 _1_ 2-0-0 _I 14-6-8 Over Continuous SUDDort_1 R=74 PLF U=40 PLF W=4-6-8 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL - 1 - R - Scale =.375" Ft. WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND . T C ILL 20 .0 P S F R E F R 3 5 2 - 8 1 2 3 6BRACING. REFER 70 HIB-91 (HANDLING INSTALLING AND BRACING),. PUBLISHSHED BV TFI (TRUSS PLATE INSTITUTE. S63 D'O NOFRIO DR... SUITE 200. MAD;SON, NI 53719), FOR SAFETY PRACTICES PRIOR [OR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED :'•(Z P1C'Q -•. F T 1. D L 7. 0 P S F DATE 02111103 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. lG T•. erEy ROOF TRUSSDIYISION _IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED + f NO.nz%oa6a BC DL 10.0 PSF DRW SLTUSR352 03042292 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 : 2722 SOUTH APOPKA BLVD. - BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7[ Y BC L L 0 . 0 P S F S L T - E N G / W MR APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH .APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 3 STATE OF ; 407-299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE % Q...'eV TOT . L D . 37.0 P S F S E O N - 3 5 5 7 0CONNECTORSAREMADEOFZOGAAITMA653GE40GALV. STEEL. EXCEPT,AS NOTED. APPLY CONNECTORS TO FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON iH 1S DESIGN. FOSI TiON CONNECTORS PER -e. OR,O.' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING vs// PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1.25 FROM R H CERTIFICATE OF AUTHORrZA-nON tt9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE%.RESPONSIBILITY OF THE BUILDING DESIGNER, PER F Q b 11 S P A C I NAG 24. 0" J R F F - 1 S 0 7 3 5 2 Z 09ANSI/TPI 1 1995 SECTION 2. 4 L1123b/U - Vb) - 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 F-- 5X4= 2X4III 2X4III 2X4 (D1) 2X4III 2X4III 2X4III I. 2-6-8 _1_ 4-0-0 _I 6-6-8 Over Continuous Support R=74 PLF U=31 PLF W=6-6-8 11 IH1J UWb fKtNAKLU tKUM LUMHUILK 11VHU1 (LUAU) & U1MtrvJ1UVJ) JUUMIlltU of IKUZ.J MrK„a 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 TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a 0TY:1 1 R Scale 375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY Tr (TRUSS PLATE INSTITUTE. 583 D'0NOFRIO DR.. SUITE 200, MADISOH, WI 53719). FOR SAFETY PRACTICES PRIOR 70FERFOP.MING THESE FUNCTIONS. UNLESS OTHER ISE 111D ICA7E0. TOP CHORD SHALL HAVE PROPERLY ATTACHEDt 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. `.HALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND' BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN - SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER 0.S SOC TATION) AND TPI. ALPINE CONNECTORS ARE 11AOE OF 20GA ASTM.A653 GR40 GALV. STEEL EXCEPT AS NOTED. AFFLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M. e{' Ilf 7J _,. ••""•• IFI (,',4..F fG f NO. 42704 1 STATE OF S ` `• A e•n'a OR,O. FL T C T C BC B C TOT.-D. L L D L DL L L 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF P S F P S F RIFF R 3 5 2-- 8 1 2 3 7 DATE 0 2 / 1 1 / 0 3SMYTHLUMBERCO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BwO. APOPKA. FL 32703 407-299-1 522 FAX: 407-299-91 53 DRW SLTUSR352 03042293 S L T - ENG / W MR S E O N 3 5 5 7 3 DUR PAC. 1.25 FROM RH PROFESSIONALENGINEERINGDRAWINGS160AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGeV RESPONSIBILITY SOLELY FOR THE TRUSS COMFO NENT DESICN SHOWN. THE SUITABILITY AND -USE OF THIS ONp1. SPACING 2 L4. D" U R E F 7 1SD7352LD 9 CERTIFICATEOFAUTIIORI7hTON #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/ TFI 1-1995 SECTION 2. F p b11 uu5/U - v/) 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= 2X4111 2X4III 2X4 (D1) Ul 2X4III 2X4III 2X4III I 2-6-8 1 6-0-0 I -EE 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 TPI 95 R Design Criteria: TPI STD FL BLDG COD OTY:1 FL 1 R - Scale =.375" Ft. WARNING`+ TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 7P1 (TRUSS PLATE T C L L 20.0 P S F R E F R 3 5 2-- 8 1 23 8 E, 583 D'ONOFRIO DR.. SUITE 200, MA ISO N, NI 53119). FOR SAFETY PR Ar7ICES PRIOR TOINSTITUTvN PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT NC R)RNINH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i1F1r.Ai"". •• i No. az oWi • 7CR T C pBC D L DL 7.0 10.0 P S F PSF DATE 0 2/ 1 1/ 0 3 SMYTH LUMBER CO. ROOFTRl1SSDrvISION DRW SLTUSR.352 03042294 S L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299.1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SNIFFING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SFECIFICATiON PUBLISHED BY THE AMERICAN FOREST AND FAFE0. ASSOCIATION) OFTPI. ALPINE CONNECTORS ARE MAD OF 201A ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. AFPLY CONNECTORS TO•ti STATE OF 4:IS ( It-, 1 O R O •` B C TOT. L L L D . 0 3 7.0 0 P S F P S F S E O N 35576 FAx: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Ss//NA' D U R F A C 1.25 FROM R HDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATE' ACCEPTANCE OF PROFESSIONAL ENGINEERING vV !7 PROFESSIONAL ENGINEERING CERTIFICATE OFAUTHORRhTION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEIRESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. F e b 11 ' 03 1 c ° P A C I N G 24 .0 J R E F 1 S 0 7 3 5 2 [ 0 tZIMiu - 1M5!31u - HI) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-4-3 I ni3 unu rncrrnr.-u rnurl —'iru-n —rui k oI —111 1 1 LU 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. HIPJACK SUPPORTS 6-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. L< 1-10-10 -1F 9-10-13 — 9-10-1 Over 3 Supports R=400 U=223 W=8" 1 10 3 R=208 U=182 3-9-14 0 R=329 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:3 FL 1 - - R - c Scale =.375" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M /Q T C L L 20. D P J F R E F R 3 5 2-- 8 1 2 3 9BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO tI IC .' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAY E PROP ERLYA7TACNED ; ( 4.•. T C D L - 7.0 P S F DATE 0 2 / 1 1 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ; ( (.'• - - ROOFTRUSSDIVISION "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 : BC DL 10.0 PSF DRW SLTUSR352 03042.302PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND c- APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STAE OF • BC L L 0 . 0 P S F S L T - E N G / W M R SP EC IF ICAT[ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) OF TP 1. ALPINE 1, A407-299-1522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO i O R10Pr w T O T . L D . 37 .0 P S F S E Q N - 27638 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '`v,,,..••",; PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. .THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/NA`N" DUR.FAC. 125 - FROM AF RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENIV FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Feb 11 'u_ SPACING SEE ABOVE 7P1857D - 7218570 - F,17) THIS DWG PREPARED FROM ,COMPUTERPINPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. L<I-4-O-,ie 7-0-12 L7-0-0 Over 3 Supports R=363 U=197 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0.PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 1 R 1063 U=180 3-10-3 0 R=73 U=180 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:17 FL - 1 - R - Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND % BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ v.••"••'•• jtj T C L L - 2 0.0 P CS F R E F R 3 52 - - 8 1 2 4 0 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISO N, NI 53719), FOR SAFETY PRACTICES PRIOR TO ` /GtZ IFIC4j F,p T C D L 7.0 PSFF DATE 0 2 / T 1 / 0 3FERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED 9y lSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGIU CEILING. f NQ,42704 RooFTRussDrvlsloN —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW SLTUSR352 0.304230.3 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO c2722SOUTHAPOPKABLvD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND STATE OF •Q BC LL 0.0 PJF SLT-ENG /WMRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Z (( 407.299-1 522 `.PECIFICATI011 PUBLISHED BY THE A11ERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q R1OPra, FAX: 407.29991 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOTTOT L D . 37.0 P S F S E O N - 2 3 9 2 4 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, FOSITiON CONNECTORS FER PROFESSIONAL ENGINEERING DRAWINGS 160 A- Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 'Y D U R F A C 1 .25 FROM A FRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSH, WN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 11 'D 3 SPACING 24.0ANSI/TPI 1-1995 SECTION 2." LL10/U - LL1LS7/U - l.Jl) - inia unu r-rnn LU TOP CHORD 2x4 SP #3 120 MPH WIND, 9.56 FT MEAN HGT,-ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #3 IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. . ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD". ` 6 0 -1fik= 4 U 1804 9-4-0 R=- U=180 2X4 (Al) L<1-4-0 1-0-12 1-0-0 Over 3 Supports R=247 U=275 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:6 F L - 1 R Scale WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND . BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M Awply-''7 - T 1, L L 20.0 . PSF REF R 3 5 2 - - 8 1 2 4 1 INSTITUTE, 583 D'ONO FRIO OR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR T0 t F C '• S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS O7HERWISEINDICATEO,- TOP CNORO SHALL HAVE FROPERLY.ATTACHED -, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. iG '4j F,pI• T C D L 7.0 PSF DATE 0 2 / 1 1 /.0 3 IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No.42704 RROOFTRUSSDIVISIONPRODUCTS. INC. - SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY .FAILURE TO BC DL 10.0 PSF DRW SLTUSR352 03042304 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING.nINSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t STATE OF -:t, V BC LL 0.0 PSF SLT-ENG /WMR y SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND iFI. ALPINE 1 IC• YPf407-299-1 522 FAx: 4O7-Z99.91 53 CONNECTORS ARE MADE OF 20GA ATMA653 GR40 GALV. STEEL, EXCEPT AS NOTED. APFLYCONNECTORS.TO EACH FA C E. OF TRUSS,. AND UNLESS OTHERWISE LOCATED ON THIS DES I GN,FO SITION CONNECTORS PERslf l O R10.•• TOT . L D . 37.0 PSF S E O N - 23930 DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER ING DIIRFA!` AFPROFESSIONALENGINEERINGSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND OF THIS U AC 12CJ FROM - A C%RT1FICATE OF AUTHORUATION #9218 RESPONSIB;LITY USE COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - _ Fab 1 1. ll,i SPACING 24.0ANSI/TPI 1-1995 SECTION 2. TCn V Toucc MCC L'L1t35/U - LLlt15/U - I,JS) TOP_. CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1T107 U=180 1-10-3 910 R=23 U=180 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1-4-0113-0-12--"j 3-0-0 Over 3 Su orts R=234 U=180 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:6 FL 1 R Scale =.375" Ft. WARNING.. TRUSSES REOUIRE 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 -.- 8 1 2 4 2BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5113 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO t'FICFERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOF CHORD SHALL HAVE PROPERLY ATTACHED T T C D L 7. O P S F D A T E O 2/ 1 1/ O 3 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. WG F : RooFTRussDlvlsloN IMPORTANT" FURNISH A COPY OF THI5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT eE RESPONSIBLE FOR ANY OFVIATION FROM THIS DESIGN; ANY FAILURE TO Nu.42704 . BC DL 10.0 PSF DRW SLTUSR352 03042305 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING ANO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION5 OF NOS (NATIONAL DESIGN SPEC IFLOATIDN PUBLISHED BY THE AMER ICAN FOREST ANO PAPER ASSOCIATION) AND TPI: ALPINE Jy i STATE OF • S• A j{I B C L L - 0.0 P S F S L T - F N G / W M R 407.299-1 922 CONNECTORS ARE MADE OF 20 GA ASTFI A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 0 RfJQ•f.• TOT . L D . 37.0 PSF S E Q N 2 3 9 2 8 FAX: 407-299-91 53 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER nn / cVTV • Y••• ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING NAt D U R F A C 1.25 FROM A FPROFESSIONALRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGN $MOWN. THE SU[iABILITY AND USE OF THIS CERTIFICATE OFAUTI-IORRATION#921B COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Feb 11 'U1 SI-A/`7NGSPACING1 24.D" ANSI/TPI 1"1995 SECTION 2. rrrn Dv TDIICC MCI L41031U - LL1O3/U - 1103) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. l -10-4 R=108 U=180 2-10-3 0 R=48 U=180 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. L<1-4-0-11 5-0-12 5-0-0 Over 3 Supports R=295 U=181 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE Il..61a OTY:6 FL - 1 R Scale=.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE M M R T C L L 20.0 P S F R E F R 3 5 2-- 8 1 2 4 3 INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISQ N. WI 53719), FOR SAFETY PRACTICES FRIOR TO T DATE 2/ 1 1/ D 3 SMYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED F C TSTRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I C D L 7. 0 P S F ROOFTRUssDrvlsioN FAILURE TO Nc.42704 BC DL 10.0 PSF DRW SLTUSR.352 03042306 2722 SOUTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIOIIAL DESIGN B C L L 0.0 P S F S L T - E N G / W M RAPOPKA. FL 32703 407-299-1522 BRACING SPECIFICATION PUBLISHED BY THE All ER ICAN FOREST AND FAP ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF S• P' V TO T. L D. 3 7 P S F S E O N - 23926 FAX: 407-299'91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER a R,O •fr 0 DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING w,• DUR.FAC 1.25 lFROM AFPROFESSIONALENGINEERINGRESFONIB3ILITYSOLELYFORTHETRUSSC011PONENTDESIGNSHOWN. THE SU[TABl LTTY AND USE OF THIS V'r D CERTIFICATE OF AUTHORIZATION S92IS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F P_b 11 , - SPACING 2 4. 0ANSI/TPI 1-1995 SECTION 2. ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) IX4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13, 1" 13' 5" U SPF 3 3' 4" 4' 11" 4' 11 6' 5" 6' 5" 6' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13, 1" HF STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' O" 10' 0" 13, 1" 13' 1" W STANDARD 3' 3' 4' 2' 4' 2' S' 6' S' 6" 7' 5" 7' S" B' 7" 8' 7" 11' B" 11' B" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' I1" 11' 10" 13' 1" 14' 0" S P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" S' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13, 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' B" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" u 1 2 3' 11" 6' 9" 6' 11" 8' 0" B' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" E S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 1 9' 6" 12' 3" 12' 3" 1 14' 0" 14' 0" u F STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14, 0" w O 11 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" B. 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0 " S P 2 4' 2" 6' 9" 7' 3" 8' 0" B' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" D 3 4' D" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10, 0" 12' 6" 12' 7" 14' 0" 14' 0" i DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11 5' 3" 5' 3" 6' 11 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" B' 9" 9' O" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 2" 6' 11" 6' 11" B' 9" B' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14 0" L7 F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13, 10" 13' 10" 14' 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6. 12' 2" 12' 2" 14' 0" 14' 0" 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" S7P 2 4' 7" 7' 5" 8' 0" B' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" DFLL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10 14' 0" 14' 0" 14 0" STANDARD 4' 4" 6' 1" 6' 1" B' 0" B' 0" 1 10' 6" 10' 9'* 12' 5" 12' 5" 14' 0" 14' 0" SYMM ABOUTI L - 1 + CABLE TRUSS 2X4 #2N OR BETTER DIAGONAL BRACE OPTION: 7LI T 0 - VERTICAL LENGTH MAY BE 18" DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT - L,. L DIAGONAL BRACE FOR 870# BRACEATEACHEND. AIAX WEB TOTAL LENGTH IS 14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL I VERTICAL LENGTH SHOWN BRACE; SINGLE OR - 18" IN TABLE ABOVE. DOUBLE CUT L 1ASSHOWN) AT UPPER END. 0 TINUOUS BEARIN CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MMIDPOINTOFVERTICALWEB. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE-PINE-F[R HEM -FIR 1 2 STANDARD 2 STUD 3 STUD 3 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 & BTR 1 SOUTHERN PINE DOUGLAS FIR -LARCH 1 1 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). GABLE END SUPPORTS, LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. L" BRACING MUST BE A MINIMUM OF BO% OF WEB MEMBER LENGTH. GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" IX4 OR 2X3 GREATER THAN 4' 0". BUT LESS THAN 11' 6" 2X4 GREATER THAN IL' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. -. THIS DRAWING REPLACES DRAWING A10030E INSTALLING AND BRACIUSSESNG RIREEEREXTREMEIB91 E INHANDLING FABRICATING,HANDLING, BRACING)NG. PUBLISHED V - C ' - REF ASCE7-98-.GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 5H3 D'ONOFRIG DR., SUITE 200. MADISON, WI. 53719) FOR PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, CHORDTOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD NQ..42704 * `_ - DATE 09/10/O1 SMYTH LUMBER CO. SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DR'VG-Al2O3OECO9O1IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ROOF TRUSS DIVISION ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPDNSIBLE FOR ANY DEVIATION FROM THIS E',N(' 272250UTHAPOPKABLVD. DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 5 •:• .STATE OF Q\ APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE FOREST y •• A407-299-1522 AMERICAN AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GRaO GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TU EACH FACE OF 4 Oj(\w •, r... TOT. LD. 60 PSFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS O•R•`Qi CUn •, \ DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONALONAL ENGINEERING ENGINEESUITABILIINGTY ANDRESPONSIBILITYTHISS OLELY FOR THECOMPONENTFOR ANY PARTICULAR DESIGNBUILDING IS THE THE'. CERIIFIGATE OF AUTNORIUTION #921 RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 111jf11,lY-/ij' < <,, MAX.- SPACING 24.0 GABLE DETAIL AaoUT +) FOR LET -IN VERTICALS RIGID SHEATHING REINMI ERTtCAL LENGTH GABLE VERTICAL PLATE SIZES O+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAR, SPLICE, WEB AND HEEL PLATES. IF CABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO.SPAN THE WEB. EXAMPLE: 2* 2X4 2X8 VERTICAL LENGTH PLATE IF PLATES BETWEEN CHORDS SIZE OVERLAP - LESS THAN 4' 0" X4 OR 2X3 2X6 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2x4 2X6 GREATER THAN 11' 6" 2.5X4 2.5XB PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: lOd COMMON TOENAILS AT 4" O.C. PLUS (4) l6d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD.. ASCE 7-93 CABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015EN0699, AO8015EN0699, A07015EN0699 A11030EN0899, A10030EN0699, A09030EN0899, A00030EN0699, A07030EN0899 ASCE 7-98 GABLE DETAIL DRAWINGS A13015EC0901. A12015EC0901, A11015EC0901. AIOOI5EC0901, AO8515EC0907 A13030EC0901, A12030EC0901, A11030EC0901, A10030EC0901, A00530EC0901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, 510015EN0699. S09015EN0699, S08015EN0699, S07015EN0699 S11030EN0699, S10030EN0699, 509030EN0699, SO8030EN0699, 507030EN0699 SEE APPROPRIATE ALPINE CABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREfNFORCED GABLE VERTICAL LENGTH. 2X6 "T" REINFORCING MEMBER 2X4 REINFORCING MEMBER TOENAIL TOENAIL. TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (t) 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND hfRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 2x6 40 7. 50 7. I10 MPH 30 FT 2x4 IO 7. 0 7. 2x6 50 7, 50 7. 100 MPH 15 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7, 40 7. 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 90 MPH 30 FT 2x4 10 7. 10 7. 2x6 30 7. 50 7. 80 MPH 15 FT 2x4 t0 7. 20 Z 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 7. 2x6 0 7. 20 7. 70 MPH 30 FT 2x4 10 7. 20 Z 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN k00F HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP #3 T" REINFORCING MEMBER SIZE = 2X4 C" BRACE INCREASE (FROM ABOVE) = 107. = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" PLACES DRAWINGS GAB98117 876,719 & HC26294035 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, IHANDLING, SHPPING, INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACNG), PUBLISHED BY TP] (TRUSS PLATE INSTITUTE. 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERS PR DUCTS, INC. SHALL NOT BE RESPpNSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPi; DR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AND AMERICANFORESTPAPERATANOTEDAPPLN)TPYECTORS ALPINE T EACH FACE DF DGA ASTMA653R40GAL V. STEEL EXEPT CDNNCONNECTORS ONTHIS DESIGN, POSITION CONNECTORS TRUSS AND. UNLESS THERWISE LOCATEDPERDRAWINGS160A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE AND USE DF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE//•'.,-O RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.'•••..•''.IAX a`` ,•''C 1F1C`^ V !!'' ^I `•• y, ••' 7 ;• 0. 42704 p 7iSTATE OF 9 A P`•••• 14, 40• R1 i/ TOT. LD. 60PSF REF LET -IN VERT DATE 10/24/0I SMn' H LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVO, APOPKA, FL 32703 407-299- 1 522 FAX: 407-299-9 153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTH0RIUTION g921 B, SUITABILITY DRWG GBLLETINI ODI ENG DL, T/KAR R. FAG. ANY SPACING .24. 0 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEERS SEALED DESIGN, APPLY 1X4 T -BRACE, 80- BOT CHORD 2X3(•) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WEBS 2X4 SP #3 OR BETTER. WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR 120 MPH WIND, ASCE 7-98, CAT Il, EXP. B, ENCLOSED-BLDG., BY VALLEY TRUSSES 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D ' 1 4-0-0 MAX LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES 12 NOT EXCEED 12V' 12 MAX.(— W2X4 BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. W2X4 W2X4 8-0-0 MAX—-i W2 W4X4 W2X4 X4 TOE —NAILED OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 16-0-0 MAX WIX3 O 4Tv 0 R JS 3ES12itT2p 12 T1AX. W4X4 WIX3 L Y S W1X3 6-0-0 A 4 C W1X3 MAX SPACING) W2X4WIX3W5X4/SPL WIX3 COMMON IRUSSES PARTIAL FRAMING 20-0-0 MAX (++) - ua,1I111s1ltlluu AT 2 OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. THIS DRAWING REPLACES DRAWING A105 VARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHE BY TPI (TRUSS PLATE INSTITUTE, 583 DR., SUITE 200, MA ISON, WI. 53719) FOR G G •, TC LL 30 30 40 PSF REF VALLEY DETAIL D'ONOFRI SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED? C DL 20 15 7 PSF DATE 06/25/99 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALj:` HA CAPROPROPERLY ATTACHED RIGOF CEILINDESIGN A' rrT No. 4L704 C DL 10 10 10 PSF DRWG VALTRUSS0699 ROOF TRUSS DIVISION PY THIS TO THE INSTALLATION CONTRACTOR. ALP1E ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO14 THIS 2722 SOUTH APOPKA BLVD. - DESIGN; ANY FAILURE ,TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, = jC LL 0 0 0 PSF ENG MLH/KAR APOPKA. FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH' PROVISIONS 14DS SPECIFICATION PUBLISHED BY THE = o =,- STATE OFAPPLICABLEOF (NATIONAL DESIGN AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GAS 0T. LD. 60 55 57 PSF407-299.1522 ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED APPLY CONNECTORS T EACH FACE OFFAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PO^ O ' ID. L•• DURTAC.1.25/1.33flOFE5510NALENGINEEPINGENGINEERINGSUITABILITYANDPOSEIOFITYTHISSSOLELYPONEONTFORANY THE PARTICULAROOTBDILDING ESIGNSI SOTHE THE j , •' ` aJs/ O •``-v\\``\\ 1. 15 1.15 CEP„ TIFICATEOFAUTHORIZATIDNp921BRESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. SPACING 24 ll/// llllllllllllllll - r CONVENTIONALLY FRAMED VALLEY DETAIL r 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") COMMOND) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" O( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) r(A) 3) 16d BOX NAILS 4'0" TYP. [(B) 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING; IRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRDR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT;. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, [NC. HALL 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 APOPRA, 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 Fwx: 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 PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION #921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2, 3) 16d BOX NAILS, TOE - NAILED RATED SHEATHING PARTIAL FRAMING PLAN u v Ivi lVl uIN 11xulDo 'D L-N1 r_q llV 2) 16d BOX NAILS, TOE - NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING q cy,; G C. rF' BC No. 42704 a h To STATE OF 4 9P•• x rIl ( I rllllllllU1,4U1111(1"\ 3) 16d BOX NAILS, TOE -NAILED 101: 1135ma THIS DRAIVING REPLACES DRAWING V105-CONY LL 30 30 40 PSF REF CONV. VALLEY DL 20 15 7PSF DATE 06/25/99 PL 10 10 10 PSF DRWG VALCONVF0699 I, 0 0 0 PSF ENG MLH/KAR rLD. 60 155 157 PSF 1. 25/1.3311.1511.15 G SEE ABOVE TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAILHOTCHORD2X4 /j2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,#) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E E A E E A E pw E E r,A E E 20' FLAT TOP CHORD MAX SPAN7A EITHER PLATE OPTIONAL B B CLOCATIONISSPLICEg ``-'1KACCEPTABLEp B tCD—SPLICE B Tel.0 TYP. B C HAL C B ZL H C—TYP. ALC C 12 # C12MAXallIII1H, A ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. m-WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRDR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL S MYTH LUMBER C O . HAVE A PROPERLY ATTACHED RIGID CEILING. rr 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. DESIGNj AY HANDLING. SHIPPING, EINSTALLING TO BUILDTANDHE TBRACINGRUSSES IOFCTRUSSES. DESIGN WITH TCONFORMSOR BWITHTNG, APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299- 1522 AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEELEXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407- 299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 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 CERnrATE OF AUTHORIZATION M9216 SUITABILITY ANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. JOINT TYPE SPANS UP TO 30' 34' 38' 52' A 2X4 2. 5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY' ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. .(4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART ITEB LENGTH REQUIRED BRACING 0' TO 7' 9" NO BRACING lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. O O ° o ° ° ° ° ° ° ° O 2 0 0 8 1/4„ 1 lipAiYING REPLACES DRAWINGS 634,016 634,017 & 847,045 a Q. • // y MAX LOADING REF PIGGYBACK rF 55 PSF AT DATE 06/25/99 GIG •. 1.33DUR. FAC. DRWG PIGBACKBO699 No. 42704 ' 50 PSF AT ENG DLJ/KAR 25 DUR. FAC. STATE OF 47 1.15 PSF AT DUR. FAC. 0 R IO P'•• ACING 24.0" l%l/fSl / 0N AL BOTTOM CHORD FILLER DETAIL. OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 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 ++ 5 MAX 3X8 TRULOX ** 43XI18 4 ** RULOX2X8MAX WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNINU-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDBYT.PI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEROOFTRUSSDIVISIONENGINEERE PRODUCTS, [NC. 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, HAN LING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-29,9-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION M6218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THERESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 P 4411*i TC LL PSF REF BC FILLER SIFIC,9 ••,• G T DL PSF DATE 06/25/99 B DL ALL 10.0 PSF DRWG BCFILLER0699 No. 42704 PSF ENG DLJ/KAR C TO`9 LD. PSF STATE OF ' n R iO . FAC. 1-0/1.15/1.25/1.33 ACING 24.0" STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR 1 N 2-00-00 2-09-15 1 2 DENSE 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 3.00 12 TO6.00 1Y2X4 R=463#. W=3.50" END AND CORNER JACKS 2' TYI 7' 5' mSRNER SET ETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J311 J1 J Jl J3 J5 J7 J7 J7 J' 1 3'- 5' 7' 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS . HJ ** (3) 16d TOENAILS 2.12 12 w2X4 TO 4.24 W2X5 1Y3X4 OR SIMPSON THJA26 iI9-10-13 OVER 2 SUPPORTS R=652#, W=3.50" - HIPJACK WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 593 D'ONOFRI DR., SUITE.200. MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE STRUCTURAL ELS AND BOTTOM CHORD SHALL S MYTH LUMBER CO. HAVE A PROPERLY ATTACPAN HED RIGID CEILING. 1 MPORTANT- 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 114 CONFORMANCE WITH TPI; OR FABRICATING, I HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSESDESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299. 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL 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 f 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 ERTIF ATE OF AUTHORIZATION J1921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION -2. r No. 412704 A STATE OF per • , , ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACE: DRAWING HC11795029 LL DL pL i, L LD. 30 15 10 0 55 MAX MAX MAX PSF PSF PSF PSF PSF REF 7' STBK CS DATE 06/ 25/99 DRWG CS7SBK3A0699 ENG SJP/ KAR r. FAC. 1.33 CING SEE ABOVE 1Y 0 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 I ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB T-BRACE NARROW FACE OR L-BRACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB ACCMEMBERLENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 j WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL PSF REF CLB SUBST. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOR SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL r V .''IF/C4q.'. n ••. DL, PSF DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. GJ S B1 DL PSF 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 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NO. 42704 •. DRWG BRCLBSUB0699 27225OUTHAPOPKABLVD. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH CcLL PSF ENG MLH/FEAR APOPKA,FL 32703 407-299-1522 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA Z TO'g.. LD. PSF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OFFAx: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED N THIS DESIGN, POSITION CONNECTORS PER i•QDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAC. PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i •• ` SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE % •.. p R 1 P••ACINGCERTIFICATEOFAUTHORIzwrloNt1921BRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. //i J 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: /( Uett4h /V o. Permitting Office: City, State: ,fnn w1k2 v Owner:. / 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 (ftZ) 1971 ft2 c. N/A 7. Glass area & type a. Clear - single pane 332.0 It' _ 13. Heating systems b. Clear - double pane 0.0 ftZ - a. Electric Heat Pump Cap: 42.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ftz - HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ftZ b. N/A 8. Floor types a. Slab -Oil -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 ftZ _ EF: 0.86 - b. Frame, Wood, Exterior R=11.0, 62.0 ftz - b. N/A c. Frame, Wood, Adjacent R=11.0, 177.0 ftZ _ 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 ftZ - 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 h I hereby certify that the plans and specifications covered by this calculation are in cum 'ance with the Florida Energy Code. PREPARED BY: DATE:finag, I hereby certify that this buil as signed, is in compliance with the Florida r ode. OWNER/AGENT: DATE: __-- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. IHE ST"4 a° oyoonWE BUILDING OFFICIAL:9 DATE: EnergyGauge® (Version: FLRCSB v3.2) Y. 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 3. ;Number ofunits, if multi -family I _ 4. Number ofBedrooms 3 _ b. N/A 5. . Is this a worst case? Yes _ 6. 'Conditioned floor area (W) 1971 ft2 c. N/A 7. ' Glass area & type a. Clear - single pane 332.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft2 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 a. Concrete, Int Insul, Exterior R=4.2, 1533.9 W _ b. Frame, Wood, Exterior R=11.0, 62.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 177.0 ft2 _ 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 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. `N/A " MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr HSPF: 8.50 Cap: 50.0 gallons _ EF: 0.86 PT, _ pp O,0.'SAE S74 2" rrnr u a COD W-E eye NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGaugeg (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = 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 -Built 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 EnergyGaugeO 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: 37564.1 Summer As -Built Points: 40603.6 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 40603.6 1.00 1.250 0.284 0.950 13702.1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 k WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = 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 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/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 10505.7 1.00 1.250 0.402 0.950 5011.2 EnergyGauge m DCA Form 60OA-2001 EnergyGauge&FIaRES2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 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 + Heating + Hot Water = Total Points Points Points Points 16025 3789 7692 27506 1 13702 5011 7871 26584 PASS 04 TKE Sr4 r C0D yyE t¢ yS EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 f 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 606.1ABC.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 OTHFP PRFSCRIPTIVF MFASI IRFC fmnc4 ha mat nr axraarlarl by all racirlanrac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1;•602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 Notes: THE BROOKWOOD 2/OPT DEN esi n7ln ormat on:rrE a. Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 F Outside db 93 of Inside db 70 F Inside db 75 F Design TD 32 F Design TggD 18 F Relaytive Rumidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 39984 Btuh Structure 27469 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 F Design heat load 39984 Btuh Use mfg: dataRate/swing multiplier n 0.98 Infiltration Total sens. equip. load 27890 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Fireplaces Average 0 Internal gains 1150 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 3727 Btuh Area (ft2) 1971 1971 Total latent equip. load 6351 Btuh Volume (ft3) Air changes/hour 18919 0.8 253 18919 0.4 126 Total equipment load 1 34241 Btuh Equiv. AVF (cfm) Heating Equipment Summary Cooling. Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 6.9 HSPF Efficiency 10.3 EER Heating input Sensible cooling 24850 Btuh Heating output 0 Btuh @ 47°F Latent cooling 10650 Btuh Heating temp rise Actual heating fan 0 1200 F cfm Total cooling Actual cooling fan 35500 1200 Btuh cfm Heating air flow factor 0.030 cfm/Btuh Cooling air flow factor 0.044 cfm/Btuh Space thermostat Load sensible heat ratio 82 I Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right -Suite Residential TM 5.0.58 RSR26014 2001-Nov-13 12:04:2.4 ACCK E:1FilesVnorrison1BR00KW00D 2-den\1971.rsr Page 1 9 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R .lob: 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 x 0.0167 = 253 cfm 2. Winter infiltration load 1.1 x253 cfm x 32 OF Winter TD = 8897 Btuh 3. Winter infiltration HTM 8897 Btuh / 346 ft2 Total window 25.7 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 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 ft2 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 - sensble = 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 Bold/italic values have been manually overridden 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:\Files\morrison\BROOKWOOD2-den\1971.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11/13101. 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 BED 3 2 Length of exposed wall 219.0 ft 34.0 ft 6.0 ft 25.0 ft 3 Room dimensions 20.0 x 14.0 ft 7.0 x 7.0 ft 14.0 x 12.0 ft 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 CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 1812 220 0110"*** 56 140Exposedb13C3.2 1.2 316 120 walls and c 12 2.9 1.9 0 0 0 0 partitions d 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 6 Windows and a 1 C 37.0 243 8974 57 2099 0 0 16 591 glass doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating c 9C 38.7 0 0*** 0 0 0 0**** 0 0 d 1 C 37.0 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 0 0 0 0 7 Windows and North 29.4 19 553 19 553 0 0 0 0 glass doors NE/NW 39.4 195 7683 38 1497 0 0 0 0 0**** 0, 0, Cooling EMI SE/SW 0.0 47.4 0***" 93 0 4408 0**** 0 0 0 0** 0 0 16 758', 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 10D 14.7 9.9 39 574 388 20 294 199 19 280 189 0 0 0 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 9 Net a 14B 4.6 2.1 1486 6846 3059 143 660 295 0 0 0 94 433 194 exposed b 13C 3.2 1.2 297 936 347 120 378 140 37 117 43 140 441 164 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 0e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16 1.1 1.4 1971 2081 2732 280 296 388 49 52 68 168 177 233 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 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 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 25 648 0 Note: room b 0.0 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 0 0 0 0 0 0 0isdispl. for slab d a 0.0 0.0 0.0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 01 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 25.7 7.2 346 8897 2502 77 1976 556 19 489 137 16 412 116 13 Subtotal loss=6+8..+11+12 36349 6584 1092 2703 Less external heating 0 0 0 0 14 Less transfer Duct loss 100/1 0 3635 10° 0 658 10° 0 109 10° 0 270 15 Total loss = 13+14 39984 7243 1202 2973 16 Int. gains: People @ 300 5 1500 1 300 0 0 0 0 0App. @ 1200 2 1800 0 0 1 600 0 17 Subtot RSH gain=7+8..+12+16 24972 3928 1037 R** 1464 Less external cooling 0 0 0 Less transfer 0 0 18 Duct gain 10° 2497 10° 393 10° 104 10° 146 19 Total RSH gain=(17+18)*PLF 1.00 27469 1.00 4321 1.00 1141 1.00 1611 20 Air required (cfm) 1200 1200 217 189 36 50 891 70 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. - wr gl-tsoft Right -Suite ResidentialT" 5.0.58 RSR26014 2001-Nov-13 12:04:34 Page 1ACCKEAFiles\morrison\BROOKWOOD 2-den\1971.rsr 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 heat/cool 9.4 ft heat/cool 10.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg I Clg ft2) Htg Clg ftz) Htg I Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 113 122 376 360 Exposed b 13C 3.2 1.2 0 0 0 0 walls and c 12 2.9 1.9 0 0 0 0 partitions d 0.0 0.0 0 y 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 R 0 6 Windows and a 1C 37.0 16 591 23 850 55 2033 0 0* glass doors b 8C 37.0 0 0 0 0 h 0 0 64 2365 Heating c 9C 38.7 0 0* 0 0` 0 0* 0 0**** d IC 37.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 29.4 0 0 0 0 0 0 0 glass doors NE/NW 39.4 0 0 0 0 55 2167 0 64 0**** 2522 0CoolingE/W SE/SW 0.0 47.4 0**** 16 0 758 0 23 0 1090 0**** 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 01 0 01 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0b c 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 9 Net a 14B 4.6 2.1 97 446 199 99 457 204 321 1479 661 296 1364 6101 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0wallsand partitions c 12 d 2.9 0.0 1.9 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 f 0.0 0.0 0 01 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 0 0 0 0 0 0 0 0 0d e 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.01 0 0 0 0 10 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 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 0floors) f 0.0 0.0 0 0 0 0 0 0 0 01 0 0 0 12 Infiltration a 1 25.7 7.2 16 412 116 23 592 166 55 1415 3981 64 1647 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 1 300 0 3 0**** 900 0Appl. @ 120.0' 0**** 0 0 0 0**** 17 Subtot RSH gain=7+8..+12+16 1306 1785 Y"** 3875 4921 Less external cooling 0 0 0 0 18 Less transfer Duct gain 100 0 131 100 0 179 100 0 388 100 0 492 19 Total RSH gain=(17+18)*PLF 1.00 1437 1.00 1964 1.00 4263 1.00 5413 20 Air required (cfm) 64 63 82 86 206 186 219 236 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr-igF tsoft Right -Suite ResidentialTm 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCA E:\FilesVnorrison\BROOKWOOD 2-den\1971.rsr Page 2 RIGHT-J WORKSHEET u 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. 1 Name of room BRKFST KIT DEN 2 Length of exposed wall 10.0 ft 12.0 ft 31.0 ft 3 Room dimensions 10.0 x 20.0 ft 12.0 x 12.0 ft 14.0 x 12.0 ft 4 Ceiings Condit. Option 10.0 ft heat/cool 10.0 ft heat/cool 9.4 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft') Htg I Clg ft2) Htg I Clg ft') Htg I Clg Htg Clg 5 Gross . a 146 4.6 2.1 100 120 291 Exposed b 13C 3.2 1.2 0 0 0 walls and c 12C 2.9 1.9 0 0 0 partitions d 0.0 0.0 0 0** Y* 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1 C 37.0 38 1404 0 0 38 1404 glass doors b 8C 37.0 0 0 0 0 0 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 EMI 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 0.0 0***' 0 0'**' 0 0 0 8 Other -doors . a 10 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 14B 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 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 12 Infiltration a 25.7 7.2 38 978 275 0 0 0 38 978 275 13 Subtotal loss =6+8..+ll+12 3138 1016 4531 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 100 314 10° 102 10° 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 100A**** 218 100/,"'* 165 10° 283 19 Total RSH gain=(17+18)*PLF 1.00 2395 1.00 1811 1.00 3114 20 Air required (cfm) 104 105 34 79 150 136 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. soti Right -Suite ResidentialT" 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCK E:\Files\morrison\BROOKWOOD 2-den\1971.rsr Page 3 I RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1971 11113/01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 m 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 0.10 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 47A 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 j, wnghtsoft Right -Suite ResidentialTM 5.0.58 RSR26014 2001-Nov-13 12:04:34 ACCK E:\Files\morrison\BROOKWOOD 2-den\1971.rsr Page 1 Rating Must have a minimum clearance of 4 Inches around the air arm the State Energy code, All duct has an r=G Insulation value. 17 kdo T\ i 0z . . Uj z 1 0 MD < IX a- -i U) 0 o ITss 1. TESTED IN ACCORDANCE WITH STANDARD 9)I LD INC CODE. CHAPTER 17• TO A POSITIVE MD NEGATIVE 37.5 PSF- 2. DASH NLABEFIS REPRESENT VARIOLS SECTION HEIGHTS. 3. FOR SECTION 7' HIGH DOOR SHOM. 8' HIGH DOORS HAVE F IVE SECT IO.6. 4. SECTION HEIGHT OF 20.812. 19. 00 k 16.75 ARE AVAILABLE MD MAY BE USED IN CM81144TION TO ACHIEVE VAR CLIS HEIGHT DOORS. 5. D430SSKNT PAITERN OF 14.50 X 20.375 SHOM. ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12.50 X 20.375 MAY BE USED. 6. TORSICTH SPRINGS 9H00". EXTENSION SPRINGS AVAILABLE. 7. LSE THIS BRACKET. REF. P/N 405964-0002. ON 8' HI OH DOORS ONLY, PANEL 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTION IM.£DIATELY BELOW THE TOP SECTION. 22' • XX 6•4VA700 JA1.9W000JNr9OR EOUIVALENT P/ N 405964-0001 1/ 4• TRACK BOLT 5116 X 1 3/4' 5• REF LAC SCREW DETAIL " E" SCALE: 1 3 f 9. THE S7RLJT PLACEMENT ON DCIORS CCNSTRLCTED WITH 5 OR MORE SECTIONS MJST BE urrP CONSISTENT WITH THE DOOR 9HOV". THE STRUTS FOR .THE ADDITIONAL INfE - `T E R FILE A REY B REV SECTIONS ARE TO BE PLACED AS SHOWN. THE THIRD SECTION. 10. THE STRUT PLACEI•ENT DIAENSION ON ALL SECTIONS LESS THAN 20.812' Dl10ED REBYTHE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT k 20.812'. 2 11. SCREWPIN605911-0001 IS A 1/4" CIA X 518" LONG TYPE AS HEX MEAD H.ETAL SCREW12. ,POST TO BE INSTALLED ONLY W4N HIGH WINO WARNINGS ISSUED. 13. STRUT PLACEAENTS CAN VARY 13'. U. LOCKS CAN BE 0, t, OR-2, CAJANiiiY FORTRACK968 END HINGE t I - JEI- l000IIIVIEW " D- D' v8• DSB 2' TRACK 049 TW ( VERTICAL) ROLLER B WEATHERSEAL SECTION "C- C" 2' X 6• WOOD JAW 2' x 4• WOOD JAN6M9 "D' SCALE: 1/2 OU CB EIVALEyT. HORIZONTAL TRACK k COINTERBALANCE 12 R OPTIONAL SPLICE IN I HORN ZCNTAL TRACK AT 407605-0004 TOP OF RADIUS TYP 2 PLCS 404828-0003 p• _ TYP 2PLCS a400650-0001 HS-1 TYP 3PLACES046450-0003 5.00 36.00 E , •B' STANDARD TRACT/ DETAIL FOR 16' 405404828-0003771-0001 PmSCALE: 1/ 16• 1• 16'-0• MAX. WIDTH- SCALE: 1/ 18'=1• SERIES 280 TH?U 289 ARE EQUIVALENT CONSTRUCTION 25CA STEEL INTERIOR ELEVATION SERIES 180 ARE.SAC C0NSTRL.Cr1a4 AS SERIES 280 ONLY 24GA STEEL AAA ETD CAPS DOOR TESTED WAS 231 SERIES. TOM FIXTLR' E I t HEADPLATE OPTIONAL WINDOW DETAIL SCALE:3/ 32 T 400650- 0004 $ PR INN ANCTOPOONLYBRACKET DOOR WIDTH CENTER STILE ETD STILE RDL 9 i4FT STRUTS/SECT. ROLLER YERTI 6TRACX Jr(tLOAD HARDWAREI If 16' 1 3 SINGLE I YES M 510 2" X7/18•100 STD. 409327-DOOI K a M WOM RMR4l IlRwwrra a wIi °• sat s K I1wO11T s a.aKAe fOw m.a.rla . P rR fla04wAVlIi1ORmIAOfI10l6N .IRA poll@M AO WrI1l . w1•r/4 Rwm plT, nD rOT ION .[ 4p1EOAp a 1IM N Iw{IADI1/I AVIR••O OTC® MM .I7bR K tl10 rwsla a o• o.0 4m1 m.ana Ie • 16ur M Ktr • r w rK. ' ETAIL 'F" SCALE: 1/4 116' WIDEN SEE NOTE 4 RSTILE 08680- 0004.5,6 a DS) 07603-00019 PLC"') 401199- 0001 TYP 2 PLCS 404828-0003 TYP 2 PLCS r"•A• TL RE j - l 7/ B• THK. SECTION "A -A' SCALE: 114 r06141601- 0000 - DESIGNLOAD A' 25PSF ± 21.88® TEST LOAD 7.- o• sHlaW+l 37.5 PSF ± 8•-o1 MAX'. HEIGHT 21. 57<1 jt C• 12• ® 405771-0002 1^ il"•/Yl 404828-0003 7 F SERIES280k 180 M. YOLlJ L$ 01/13/ 98 REM STl OR 18'-Q" MAX MIDIH.MIPOI.bVD OAVID.FA02/19/98 0•, 409335 IDN'I DAVID FA)T- 02/19/98 3 8 sm L e t Ja q 0575 ANCHOR W/ O t-5/t6 X 1 3/4' 0 LAG SCREW O O 6.04 t-4 .00--- P/N 409328-0001 PLATE,HASP x T/16 106 IFK. Jx O O 070 MIN P/N 401199-0001. TOP F.IXTLRE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 091 MIN+IF- 0 NN NO79/16' O 2 7/16'— P/N 405771-XXXX BOT. FIXTURE FOR 180/280/290/390 SERIES ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 1/8 25 LENGTH = DOOR WIDTH - 1'- 1 7/8 5/8 MIN TFK P/N 400650-XXXX, ROLLED HS-X STRUT PART N MXR MIN.TFK STRUT 400650-0001 .030 Hs-1 400650-0004 .020 1 HS-0 Rn 0 0 0 2T1/ 1 6' O ° J 4 5/8' o . L_ I o00 P/N 061601-0000, SLIDE LOCK ASSY 0575REF 2 9/32 070 MIN 1 3/4o7— O O r-4 3/8'-+i 1 3/4' TTT TL 000 STRUT 1 3/16 2 9/32 / HHoC723/o o o o I I •H• Fes- o O 2 1/2• 000 .070 MIN I O _{ I 0 6.00 O O 7/16 0 O 0 .108 - PM 405964-0002. 9iACKET085CABN JD NT33116C• P/N 405964 t 046450, BRACKET, SCAB I PM 407603-0001. CENTER HINGE O o ' l PMT. NA6ER •L' 0 o STEEL DOORS ATTACH TO DOOR WITH P/N 407605-XXXX, END, HINGE 405964-0001 3-1/4 I4 SCREWS P/N 605911-0001 RESID. STEEL DOORS O46450-0003 !' PART I&M" •I+ 407ws-0002 .mPMw409331-0001 PLATE. FLOOR $C•.fiB BIZ4C7CCET DETAILS w7s-0003 1. 10 -4.56---{ j 2.7651 156 DIA 407605-DD04 1.35 DOOR 1 407005-0005 1.60 ArNTFF1, fE, kp eSECTION _1 ATTACH TO DOOR WITH 1.880 I F}" RA, ICE :rrT iC ". I .Frt E TTT;C!G01II4SCREWSP/N 605911-0001 j_IV " t L - . L ' i D laoA o POST { -3.00- { .375 DIA - { -.44 .44, - P/N 404828-0003 ROLLER ASSY, TR-1 P/N 608069-0001 PIN TR-1 ROLLER LOAD: 50 LOS. IVIAX. GTG IT j_ .. .. ---- Ci LE- t.25 -"I - .187O1.25-}- I 2.50-REF 1/4•-zo HEX wT ING NUT 0 0 0 7-- I I II I ° 0 4.00 0 0 ..25 I O SECTION ® .Il— T 375 DIA 4 HOLES P/N 468879-0001 LINK P/N 408876-0001 SLPPCRT 7- HIGH ` DOOR FLOOR PLATE 77777 PbST-ASSY SHOWING FLOOR PLATE P/N 409328-)O= POST ASSY, VERTICAL l} Iro f OY 1 Il 16 m m1®Q 101 AO1Ml W6M 4t• 11IrCO KI. wro nW = osom n u6D ro rvcu[ e6n® . sa4 Kwvls Ia4. s 6ia14 o me. 4v pv wog w .. :.f+ roLL1 Ml MI Y M K. CENTER STILE PIN 408T680=07004.5.6 <2 1 1 1 L ING2.: ; SECTION •G-G• STEEL STRAS 116' WIDE DOOR51 ..G 1806•-q• MAx: f II p k S' ONE BY WOODBUCKBYOTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIORFINISH BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXIERI WINDOWHEIGHT FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHERS SHIM AS RE0'0 SEE NOTES) INSTALLATION ANCHOR BUCK WIDTH 3/16" DIA. TAPCON 1/4" SHIMSHOWN FLANGE TYPE SPACE MAX. CAULK BETWEEN WINDOW FRAME N'000 BUCK t JAMB MASONRY OPENING rBYOTHERSVI d 1 1/4" MIN. EMBEDMENT 1/4" SHIM SPACE MAX. ONE BY WOOD BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT SHIM AS REO'D SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHERS d INSTALLATION ANCHOR 3/16" DIA TAPCON SHOWN PERIMETER CAULK\ BY OTHERS 1l_ CAULK BETWEENWOODBUCKh WINDOW WIDTH MAS'Y OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIORWINDOWFLANCFINISHWOODBUCKBYOTHERSSECTION2 WINDOW WTH. A B C BUCK D EHEIGHT SILL STOOL / M( 2 BY OTHERS WINDOW HGT, F G H I_ o a V CAULK BETWEEN WINDOW FLANGE h WITHPRECASTSILL VULKEM PRECASR SILL-----116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 f. N R4I NOTES: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VLILKIM 115 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO OUAUFIED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES. f dr;.c4id 1'v"9 1 —.1 ELEVATION VIEWED FROM EXTERIOR 1001 V. CNmhy Ltd. • C6 mb i, TX 75006 • P.O. BCX 819022 • D60mJ TX 75MI auv1D oEsosPtlol ASSEMBLY DRAWING SERIES 1440/1540 ML SINGLE HUNG WINDOW aura er wXo. es suu BB N A mrn oArz or DAME Sl'N REW90N FOYE. _ 10/26/01 PREPARED BY: PROOUCT TECHNOLOGY CORP., 250 INTERNATIONAL M.. SURE M. 11EATHROW. FLOR16A 32746 PHONE a 605-036: w CE.NT A /v FLLyfJ:R:ED k {B- G - Y. ir:t NUFAG UL`1ER 1C i115 t Gt=NERAL Al V/-T(N vM V A RTiH.R FTT V A COMPARATIVE ANALYSIS IZAT10N CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WOTH/HOGHT EXTERIOR INTERIOR HEAD JAMBS 13 19 t/e X 26 99 99 B F,G 13 19 1/e X 36 3/8 78 76 B F,G 14 19 1/6 X 50 5/6 59 59 B F.G 1"4 19 ,/e X 54 5/0 54 54 B F,G 14+515 19 1/6 X 55 5/1 19 1/5 X 63 5245 5245 BB F,GF,C 16 19 t X 72 40 40 F C 11-1 6 to X 1 B 1H3 26 t/2 X 36 3/6 51 51 8. F,C 1H4 25 1/2 X 50 5/6 44 44 B F,G 1 H4+4 26 ,n % 54 0/6 42 42 B F,G 1 H4+5 26 ,n X 55 3/4 41 41 B F,G IH5 26 1n X 63 40 40 B F,G 1H6 26 1 % 72 40 40 a F G 3OX23OX3 30 1/2 X 26 30 In X 36 3/8 5544 5644 8B F.GF,C 3OX4 30 I/2 X 50 5/8 40 40 B F,C 3OX4+4 30 to X 54 6/6 40 40 B F,C 30X4+5 30 in X 55 5/3 40 40 B F,G 3OX530X 30 1n X 53 404 4040 B F,GFC 1 22 X 28 51 51 B F,G 23 37 X 36 3/5 40 40 B F,G 24 37 X 50 5/8 40 40 8 F,G 24+4 37 X 54 Ve 40 40 B FA 24+5 37 X 55 SA 40 40 B F.0 25 37 X 53 40 40 B F,G,H,I 6 37 X 72 40 1 40 F G I 4626 48 X 25 46 46 a F,G 48M 48 X 36 3/6 40 40 B F,G 4850 45 X 50 3/5 40 40 B F.G 484+4 48 X 54 V6 40 40 8 F.G,H,I 484+5 48 X 55 6/e 40 40 8 F,C,H,1 4863 48 X 63 40 40 B F,C.H.I 32 SJ ,/e z 26 45 45 11 F,C 33 53 1/6 X 36 3/6 40 40 S F.G 34 53 t/e X 50 5/9 40 40 B F.G,H.I J4+4 53 1/6 X 54 5/5 40 40 B F,G.H.1 3 5353 1/6 X 55 5/9 40 40 B F,G,H,I 35 53 1/6 X 63 40 40 B F.G He 38 53 i X 72 1 40 40 B F G H I OZ Ji-cz NOTE- 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 152 OF DESIGN LOAD APPLIES, POSITIVE DESICN LOADS WILL BE UMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW W CONCRETE OR MASONRY OPENING USE 3/16" DIA TAPOON ANCHCRS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPOON LOCATIONS 4) INSTALL /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPUE:D INSTALLATION HOLES 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REOD. 3 1. CAULK BETWEEN WOOD — INSTALLATION ANCHOR. BUCK & MASONRY 3/16- DIA, TAPCON OPENING BY OTHERS ONE BY WOOD CONCRETE ORBUCKBYOTHERSA10,IRY OPENING BY OTHERS SHIN AS RED D. SEE NOTES) CAULK BETWEEN WINDOW FLANGE WOOD BUCK IF Q EMBEDMENT I/4 MAX. SHIM. SPACE STUCCO BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER GLAZING BUCKHEIGHT WINDOWHEIGHT EXTERIOR PERIMETER CAULK BY OTHERS FLANGE TYPE VINDOW FRAME SILL Q a WIN H Z—A 7 4=YT 4 BUCK WIDTH 1/i' MA%. SHIM SPACE SHIM AS REO'D 1_1, AIN. COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART SEE NOTES) EMBEDMENT WINDOW TAPCDti ANCHORDESIGNPRESSURELOG.. -+IONSCAPACITYINPSF FLANGE TYPE CAULK BETWEEN SIZE WIDTH/HEIGHT INCHES) EXTERIOR INTERIOR HEAD JAMBS WINDOW FRAME 4 WOOD BUCK & a0 58 C D.E F,G JAMB Q MAS*Y OPENING 1212 z EO C D.E F.G X 72 0 56 C HIBYOTHERS16Q106z1669 GLAZING 24 x 16 0 65 A.B f G 24 s0 A.8 F.G INSTALLATION ANCHOR 24 0 40 45 AB F.C. 16 DIA. TAPCON 24 36 <O 40 AB O.E.F,G40 Q 2< 24 z 46 40 60 a0 a0 A.B O,EF.G ONE By WOOD 24 p A.B D.EF,L x 72 40 D.E F,GBUCKBYOTHERSZz48404Dp,0 D.EF.GExTERIOR CAULK BETWEEN 3636 BAB D.EFC644040XB40400A.B D.EF.G 72 40 PERIMETER CAULK WINDOW FLANGE WOOD BUCK 66 X 4O AB D.E FG B z 24 a0 a0 A.B D.E F G BY OTHERS CONCRETE 48a864 x 48 40 - FB D.E.F. X 60 40 40 ,B F.G X Z4 40 40 A.B F.G WINDOW WIDTH OR MASONRr 72 38 40 40 A. D.HjOPENING72x604pa0A.B H,I BY OTHERS 73 X 16 40 40 SECTION 2 STUCCO BY OTHERS CENTRAL FLORIDA B.O.A.F. WINnnW MANUFACTURER NAME: WTH. q C d p T. HT. F MARBLE SILL STOOL BY OTHERS PRE —CAST SILL CAULK BETWEEN WINDOW FLANGE BY OTHERS & PRECAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL SECTION I E.NFRAIJ AwtvtiNur1 -- FNFRAL NOTES: MASTER FME ,i 1) SHIM AS RE0'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO 1 THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 4) APPLICATION OF VULK IM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT 2 MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGNLOADSWILLBELIMITEDTO40.0 PSF DUE TO WATER TEST PRESSURE Of 6.0 PSF ACHIEVED IN TEST8) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16- D.A. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1-1/4" EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL KB SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCKATALLOTHER. FACTORY APPUED INSTALLATION HOLES. IF FACTORY APPLIED HC_ES ARE NOT PRESE',T. yB SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS & MAX. 24. O.C. 11) IF EXACT WINDOW S12E 15 NOT LISTED IN ANCHOR CHART. USE ANCHOR DDAN TIT' LISTED WITHNEXTLARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE REOD. 12) GENERAL 1450 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES T-: THE 1550 SERIES. G 1 ELEVATION VIEWED FROM EXTERIOR yam" O/ .9L GATE ISYM RE VISICN 1001 W. CrosOT Rd , . • CoNollia T)( 7M • P.O. 8m 819022 • DeCas, iX 75381 oaAW.Nc ocuamlKx. INSTALLATION G_TAIL SERIES 1450/1550 F_ANGE P5v on,.m eY u.%o. a. sc,•,T 86 N /A BY. a}. ECN` _ 1='1)/0, B I i SHEATHING BY OTHERS q8 INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR FINISHBYOTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW - FRAME HEADER XT RI R FIN TYPE — WINDOWFRAMESILL CAULK BETWEEN FIN SHIM AS REOD. k SHEATING SEE NOTES) 1" MIN. EMBEDMENT FIN TYPE WINDOW FRAME JAMB2XWOOD BY OTHERS I II SHIM AS REO'D. SEE NOTES) SILL STOOL BY OTHERS PERIMETER CAULK BY OTHERS M8 SCREW INSTALATIONANCHORSHOWN TYP.) EXTERIOR FINISH 1' MIN, BY OTHERS EMBEDMENT SHEATHING SECTION 1 BY OTHERS p8 INSTALA7ION ANCHOR SCREW SHOWN (TYP.) z x WOOD BY OTHERS CAULK 'ETWEEN SHE , h FIN BY o,.._Rs 1' MIN. EMBEDMENT I SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH EXTERIOR BY OTHERS PERIMETER CAULK BY OTHERS WINDOW SECTION 2HEIGHT WINDOW WTH.7 ANCHOR (TYP.) OF O 7. O O 1— O 1 O % 7 24" O:C. / MAX. (TYP.) 0 0 WINDOW EOUALLY SPACE ANCHORS (TYP.) HGT. 0 0 O / O SHIM AS REO'D . o SEE NOTES) o 0 0 0 0 6 ^tAx (TYP.) 2 x WOOD 6- MAX. BY OTHERS _ 6 MA(TYP. CAULK BETWEEN WINDOW FIN &ELEVATIONSHEATHING VIEWED FROM EXTERIOR i''NERaI h-7 t2nt7N 7M COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF (8 SCREWS NO. OF 0.090 DIA. NAILS SRE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL o EA. JAMB HUD SILL O EA. JAMB 16 % 30 109 109 2 1 2 1 2 J 16 X 40 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 1 x 60 2 2 3 20 X 30 86 86 2 2 2 2 2 20 x 40 73 73 2 2 3 2 2 4 20 x 50 59 59 2 2 3 2 2 4 20 x 60 48 48 2 2 3 2 2 4 28 x 30 57 57 2 2 2B X 40 52 52 2 2 3 2 2 3 28 x 50 46 2 2 3 2 2 4 X 6 4 2 2 2 30 x 3o 52 52 2 2 2 2 2 2 30 X 40 9 9 2 2 3 2 2 3 30 X 50 43 43 2 2 3 2 2 4 30 x 60 40 40 2 2 3 2 2 4 38 x 30 41 41 2 1 38 x 40 40 40 3 3 3 3 3 3 38 x 50 n0 40 3 3 3 3 3 4 38 x 6o 40 40 3 3 3 3 5 40 x 30 40 40 3 2 3 40 X 40 40 0 3 3 3 3 3 3 40 X 50 40 40 3 3 3 3 3 4 40 x 6 3 3 3 3 3 5 7 4 4 4 4 4 1), SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF wINDOw FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 6) WHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE OESIGNLOADSWILLBELIMITEDTOA0.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WSNDOW IN WOOD FRAME OPENING WATH TWO BY WOOD STUDS, USING 0.090 IN. DIA NAILS OR /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I- EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED W4TH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES. 1001 W. Crosby Rd, CuRaIBaA, TX 75W6 • P.O. Box 819022 • Dallas, 1% 75381 tea ascAa.Kx, ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW 0a•wx 9 Ka e X4L BB IN A o•rz c ,weu SnA IREV.40N _. I EGN „/05i01 B aG=N—O0T3 L 1' MIN SHEATHING EMBEDMENT BY OTHERS CAULK BEHIND FIN EXTERIORFINISHBYOTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER - GLAZINGSEENOTES) EXTERIOR FIN TYPE VINDOV -T / FRAME SILL 1 PERIMETER CAULK BY OTHERS / EXTERIOR J FINISH BY OTHERS CAULK BEHIND FIN SHEATHING 31 OTHERS LMOLbMLNI SECTION I f— I WINDOW WIDTH- 1/4' MAX. SHIM SPACE 2 x BY WOOD Br 07 HERS SHIn AS REO'D. //------ 2 x WOQD BY OTHERS rIN TYPE WINDOW / 48 INSTALLATION rP.AME JAMB ANCHOR SCRCV MIN. SHIN AS REO'D. GLAZING EnBE DMENT SEE NOTES> 4' MA x. SHIn SPACE; CxKRIOR PERIMETER CAULK By OTHERS b8 INSTALLATION ANCHOR SCREW EXTERIORFINISH CAULK BEHIND FINBYOTHERS SECTION 2 SHEBYOTHERS WINDOW WIDTH +{ WINDOWHEIGHT VIHE L 1/4' MAX. SHIM SPACE KD INSTALLATION ANCHOR SCREW 2 X WOOD Br OTHERS COMPARATIVE ANALYSIS & ANCHOR. CHART V N V DESIGN PRESSURE NO, OF b8 SCR E VS NO. OF 0.099 DIA. NAILS SIZEINCHES) CAPACITY IN PSF REOUIREO IN FRAME REQUIRED IN FRAME VIDTH/HEIGHT EXTERIOR INTERIOR HEAD L SILL P EA JAMB HEAD L SILL B EA. JAM; 2a . 30 40 40 2 2 2 2 20 X 40 40 40 2 3 2 2 21 K 50 40 40 2 3 2 3 20 . 60 40 40 3 2 3 30 . 30 40 10 2 2 2 30 40 40 10 2 3 2 3 30 X 50 40 40 2 3 2' 3 30 . 60 40 0 2 2 4 10 X 30 40 40 3 2 40 X 40 a0 40 3 3 3 3 40 X 50 40 40 3 3 3 4 40 x 60 40 3 3 5 50 . 30 40 40 3 2 2 5D x 40 40 40 3 3 4 3 50 . 50 40 40 3 3 4 4 50 '. 60 40 40 3 3 4 5 73 61 40 4p CENTRAL FLORMA R.O.A.F. MANU FACTURER NAME: a MASTER FILE # NOTE$ 1) WHEREWATER RESISTANCE TEST REQUIREMENT OF 75'/. OF DESIGN LOAD APPLIES. POSITITIVEDESIGN LOADS 'ILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 60 PSF ACHIEVED TEST, 21 INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS USING K8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I- EMBEDMENT INTO SUBSTRATE OR O.D99 IN. DIA. NAILS. 3) IF EXACT WINDOW SIZE IS NpT LISTED 1N ANCHOR CHART. USE QUANTITY LISTED VITH NEXT LARGER SIZE. 4) SHIM AS REO'D, ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHi14 EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO BE 1/4'. ANCHORS ( TYP.) 51 WINDOW FRAME MATERIAL. ALUMINUM ALLOY 6063. 6) USE LATCX CAULK BEHIND WINDOW FIN AT ICAO. SILL L JAMBS. 11 USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR Or WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM [1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUALIr IED. 9) GENERAL ALUMINUMS I100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. (TYP.) 6' MAX. (TYP.) — FVATinN VIEWED FROM ONEXTERIOR CAULK BEIVEEM- WOOD BUCK L MASONRY OPENING BY OTHERS CAULK BETVEEN VINDOW FLANGE 8 WOOD BUCK CO NCRETE OR S OORE NIIN[1 \ By OTHERS RS \ EXTERIOR FINISH By OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WIN DOW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE — WINDOW FRAME SILL PERIMETER CAULK BY OTHERS ONE BY W000 BUCK BY DTME RS INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SHIM I— NS REO'D (SEEOTC', 1- 1/4' MIN. EMBEDMENT r1/ 4- MAX y. tSHIM SPACE GLAZIMS ( TYP SEE NOTES) BUCK HEIGHTSHIM AS REO'D SEE NOTES) ONE BY WOOD BUCK BY OTHERS 1/ 4' MAX. SHIM SPACE a a EXTERIORFINISH --/ Q BYOTHERSaI- t/4 CAULK'BETWEEN WINDOW FLANGE L WOOD BUCK MIN. EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. TAPCDN BY OTHERS CAULK BETWEEN WOOD BUCK 6 MASONRY OPENING BY OTHERS S E C T I IOINI 1 NOTES: 1) SHIM AS REOD, AT EACH INSTALLATION ANCHOR USING LOAD REARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/a 2) wiNDOw FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD, SILL dr JAMBS. 4) USE LATEX CAULK FOR PERIMETER. SEAL AROUND EXTERIOR OF WINDCW FvNGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GL•SS CHARTS. 61 DESIGN PRESSURE CAPACITY OF WINDOW A INSTALLATION IS LIMITED TE a0.0 PSI. 7, FOR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONRY OPENING, USE 3/ 16" DIA. TAPCON TYPE ANCHORS GF SUFFICIENT LENGTH TO PROVIDE YIN. 1-1/4' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6" MAX. FROM CORNERS E 24' O.C. MAX. BETVEEN. 8, BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH 10 A EOUATELY TRANSrER LOAD FROM V INDOV TO THE STRUCTURE. s, ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO L!4IT USE OF THIS PRODUCT TO THESE TWO CONF IGURAIIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEM, CENTRAL FLOREDA )B.O.A.E. MANUFACTURER NAME M, kSTER JC I 'rt`' # O2 I WINDOW 1 HEIGHT 2 1 WINDOW WIDTH , ELEVATION VIEWED FROM EXTERIOR jy I 77_ 7. f D°'E hEvaDN wit HE BUCK WIDTH I/a' SHIMSPACE SHIn AS RED I-1/a' MIN. SEE NOTES, EMBEDMENT FLANGE TYPE CAULK BETWEEN WINDOW FRAME V00D BUCK t JAMB MA $ OPENING n BY OTHERS r a INSTALLATION ANCHOR 6LAZINGt1TP. SEE NDIES, 4 3/16' DIA. IAPCON ONE BY WOOD PERIMETER CAULK BUCK BT OTHERS By OTHERS CAULK BETWEEN EXTERIORFINISHWINDOWFLANGEBYOTHERSWOODBUCKVINDDV vIDIx —+, CONCRETE OR I MASONRY OPENING SECTION 2 BY OTHERS L WINDOW WIDTH —i ELEVATION VIEWED FROM EXTERIOR 1001 W. Crosby Rd. • Carrollton, TX 75006 • P.O. Itu 819022.0o11n, TX 7538 DR— K MI.D:a NDMINSTALLATIONDRAWING ONE BY BUCK . SERIES 1450/1550 DESIGNER PICTURE WINDOW C4• v e. — T1 1 IC — BB N/A B= I EcM _ D3/20/02 B I GEN-0025 SKA THING BY CTHER! CAULK Bi EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLAZING IT .1 Lx It HIUHSEENOTES FIN TYPE — FRAME SILL PERIMETER CAULK J BY OTHERS / P8 INSTALLATION J ANCHOR SCREW (TYP.) E%TER:OR FINISH — BY OTHERS CAULK BEHIND FIN - SHEATHING BY OTHERS DOWNTr.ERS NSTALLATION HOR SCREW (TYP.) SHIM AS REO'D. SEE NOTES SHIM SPACE T1 1 wNOOwHEIGHT I/4' MAX. SHIM SPACE SHIM AS REDO. SEE NOTES 1" MIN_ ` 7 X FRAMING EMBEDMENT BY OTHERS SECTION 1 1HE ND;; I) DESIGN PRESSURE CAPACITY OF YANDOW & INSTALLATION IS 40.0 PSF. 1) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING O.C99 IN CIA NAILS, PLACE 099 NAILS 6" FROM CORNERS MAX. h B" O.C. MAX, BeTWEEN. 3) FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH Two BY WOOD STUDS. uS1.NG IS SCREWS OF SUFFICIENT LENGTH TO PROVDE MIN. I In. EMBEDMENT INTO SUBSTRATE, PLACE SCREWS 6" MAX. FROM CORNERS k 1X' CC MAX. BETWEEN SHIM AS REDO. AD:ACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. WINDOW FP.AMEMATERIAL: ALUMINUM ALLOY 6063. 61 USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL --.AROUND EXTERIOR OF WINDOW FLANGE, 8) GLASS THICKNESS MAY vARY PER THE REOUIREMENTS OF ASTM E1300 CLASS CHARTS. 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA R.O.A.E. MANUFACTURER NAME: A XER:a- A-1 OM/NUN! MASTER F1I.E # a ELEVATION VIEWED FROM EXTERIOR rj3-, Ze--Gz SHIMIu SPACE TWO BY FRAMING SHIM AS REO'D. Br OTHERS N rEPE FRAMEJAMBIN EMBEDMENT 1 SHEA TING BY OTHERS GLAZING ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR ( 8 INSTALLATION ANCHOR SCREW (TYP.) WINDOW MDTHPERIMETER CAULK - BY OTHERS SECTION 2 WII HEELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHER CAULK BETWEEN vnNDOw FLANGE & WOOD BUCK CONCRETE OR MASONRY OPEN'. BY OTHER EXTERIOR FINISH J By OTHER PERIMETER CAULK J BY OTHER FLANGE , FLWINDOWFRAME HEADER WINDOWHEIGHT EXTERIOR FLANGE TYPE WNWINDOW FRAMESILL PERIMETER CAULK BY OTHER r- INSTALLATION ANCHOR 3/16- DIA. TAPCGN SHIM AS REO'D SEE NOTES) 1 1/4' MIN, ENBEDDMENT 1 l 4 PRE CAST 9Ll BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES: 1/4' SHIMJ SPACE MAX. BUCKHEIGHT BUCK WIDTH FLANGE TYPE 1/X-SHIM WINDOW FRAME SPACE M JAMB HI ONE BY WOOD BUCK BY OTHER // EMEEDMENT SHIM AS REO'D. SEE NOTES) CONCRETE OR MASONRY OPENING BY OTHER INSTALLATION ANCHOR 3/16- DIA, 1APCON PERIMETER CAULK BY OTHERS a CAULK BETWEEN WINDOW WIDTH WOOD BUCK & MASONRY OPENING BY .OTHERS EXTERIOR CAULK BETWEEN EXRIOR WINDOW FLANGE FIN6Y OTHERWOOD -BUCK SECTION 2 ANCHOR (TYP,) H J K DowCHT BIHT 1 A INDOW 1) SHIM AS REOD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/A- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.5I1-1. MUST BE ATTACHED TO THE SUBSTRATE WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 4) APPLICATION OF VLILKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION, 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHART SINGLE GLASS IS SHOWN, INSULATING GLASS IS ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1480 SERIES MODIFIED SLIDER IS SHOWN. THIS PRINT ALSO APPLIES TO THE 15c0 SERIES MODIFIED SLIDER INSULATING GLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON ANCHOR Oi SUFFICIENT LENGTH TO PROVIDE MIN.1-t/4 EMBEDMENT INTO SUBSTRATEATLOCATIONSHOWNONCHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL 48 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ALLFACTORYAPPLIEDINSTALLATIONHOLESWHERETAPCONSAREREO'D. 11) IF EXACT WINDOW SIZE IS NOT USTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. D Fy 2 G ELEVATION VIEWED FROM EXTERIOR ow/ o3-7ti-aE- 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 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 1 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F.G 72 x 55 40 40 H,K A,B,C.D.F,G CENTRAL FLORMA B. O. A. F. MANUFACTURER NAME: 4Lt r-l/! ILL VyY MASTER FILE # 8 DATE AME urva e+ 3/20/02 I GEN0027 I—— c .. o . T..,., ... un , _,.,. as. ... ....M ... ..., I.0,1__.,,., SHEATHING CAULK EETV(EEN FIN SHEATHING 2 X FRAMING BY OTHER & SHEAT:NG 8Y OTHER BY OTHERS 1" MIN 1 4" MAX.- I CAULK BETWEEN SHEATHING & FIN9SCREW 'NSTALATION 'I EMBEDMENT SHIM AS REO'D SHIM SPACE BY OTHERSANCHOR (TYP.) I NEW NOTES) A 2 x FRAMING ExTERICR FINISH EY OTHERS BY OTHERS , FIN TYPE 1•MIN. 1 S MAX. WINDOW FRAME 'EMBEDMENT PEP.CTHE., CAULK SHIM SPACE JAMB BY CTHER —r LnnJ T fle SCREW FtN iY EEl INSTALATION WNOC.' _ I ANCHOR (TYP.) FRAME HEADER SHIM AS REO'D SEE NOTES) WINDOW WIDTH EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS EXTERIOR FIN TYPE SECTION 2 FRINInDUEWSILL 6"MA%.(TYP ). — EOUALLY SPACE 6" MAX.(TYP) ANCHORS O HEAD, SILL. SILL, SILL STOOL & JAMBS) BY OTHER —017 o PERIMETER CAULK --------- 1/4" MAX. 8Y OTHER SHIM SPACE 8 SGREw SHIM AS REO'D IN$TALATION ( SEE NOTES) WINDOW ANCHOR (TYP.) 2 X FRAMING HEIGHT ExTE BY OTHERS \ R:OR oF:N15- cr G-HERS CAULK BE TWEEN WINDOW FIN & SHED SING SHEATHING _ 9Y C-HER I MIN. EMBEDMENT SECTION 1 GE:: -RA_ NOTES: 1) SIM AS R"EC''O. ADJACENT TO EACH INSTALLAT:O\ ANCHOR OATH LOAD BE -.RING SHIM MAX. ALLOWABLE SHIM STACY TO 2) W%DOW FRAME MATERIAL ALLOY 6063 3) USE LATEX CAU LK BEHIND WINDOW FIN AT HEADTHEAD SILL & JAMBS. 4; Usl LATEX CAULK FOR PERIMETER SEAL ARLID EXTERIOR OF WINDOW FF. AME. 5) GLASS THICKNESS MAY VARY PER THE REOUI=EMENTS OF ASTM E1300 51% LE GLAZ,NG IS SHOWN. INSULATING GLASS IS .ALSO OUALIFIED. 6j DR—NG APPLIES TO INSTALLATION OF FIN FRAM[ MN'.OW IN WOOD FRAME OPENING w: TWO BY WOOD STUD$ uSINC 099 IN DIA NA:'_$ C? 18 SCREWS OF SUFFICIENTl_`: FH TO PRCVIOE MIN CMBEQLIENT INTA, 6U6STRA'E. 7j IF -ACT YANDOW SIZE 1$ NOT LISTED IN CHART, ..SE A\CHCR QUANTITY LISTED WITH, LARGER SIZE. 8) GE\ERAL ALV'A NUM-S 1180 SERIES HORIZONTAL S'_DER .,S SHOWN, THIS PRINT ALSCAF=ES TO T-E 1980 INSULATING CLASS HCRIZ01:'AL S.-DER SERIES, I ANCHOR (TYP.) 24' O.C. MAX.(TYR). I WINDOW WIDHT ELEVATION VIEWED FROM EXTER] OR''• °' •,:' , COMPARATIVE ANALYSIS & ANCHOR CUANTITY CHART WINDOW SIZE DESIGN PRESSURE g8 SCREWS REO'D. 099 NAILS REO'D. NCHESCAPACITYINPSFINFRAMEINFRAMEWIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 1 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 L ] FLOMDA h C MANUACTURER4 11 MASTER FME 11 m I- I GKg 1001 M. C-b7 R& • Cmn0, tt 75006 • P.O. Bm $19022. 0RRm, TX 75381 INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1190 /1980 MODIFIED HORIZONTAL SLIDER oRN c..Ao BB I N/A 01 TE—R OAT_ 001 NVM9E. RFw510R I- R 03/11/02 G'cN-002?G'cN-002_! INSTALLATION MULLION ANCHOR ANCHOR MULLION TYP.) BRACKET ANCHOR y BRACKET — CiFNTFLA FLORIDA B.0. MANTJ ACT R NAM: WINDOW FRAME JAMB TYP.) DWG NO: GEN70452 GA P MULLION II I DIE NO. 1445 II I II I II I II I g' • INSTALLATION ANCHOR TYP.) STFR FLEE # q 8 SELF TAPPING ° SMS (TYP.) a o SUBSTRATE MULLION DIE NO. 1445 SECTION A- A A B A R Lj EXTERIOR ELEVATION SEE NOTES a #2 & #3 SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N0. 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, TEXASLEA: N VERTICAL MULLION INSTALLATION DETAIL LUMINUM TUBE MULLION, DIE NO. 1445 DRN: JS APRVD:.- - - - DATE: 3/1 7 /02 SCALE:MATL:----DWG NO:GEN-04S2HALF PREPARED BY: .PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PHONE 407-605-0365 FAX 407-BO5-0366 GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WOW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 I" GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WOW. 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 MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATTON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805M66 CA020122 FEB. 19, 2002 02-0217 k rf 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 & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 DWG No: J-0451 MULL[ ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP.) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE N0. 1446 INSTALLATION ANCHOR TYP.) SEE NOTESv a ° a ° ; ; a o # 2 & #3 v SUBSTRATE 1-7/8 SECTION B- B CENTRAL FLORA B. O, A j. - IJ MANUFACTUREREXTERIORELEVATION i i MASTER FILE # 5- y NOTES: o37Trr 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP.' SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16 CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AREA: ORN: JS APRVO: ---- ATE 3/ice; C_ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT IN"0 WOOD FRAMING. WT/FT: SCALE: HALF MATL: DWG NO: PREPARED BY: PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32745 -HONE 407-805-0365 FAX 4 7-BG5-03" SHEATHINGYOTHERS STUCCO .J OR SIDING BY OTHERS PERIMETERCAULKBy OTHERS SHIM AS RE'0'0 INSTALLAT!ON ANC CR DOOR WIDTH /<' MAX. SHIM SPACE SEE'NOTES) :8 SCREW BY OTHERS WOOD Ht-I/8 MIN. 6r HE.^<S CAULK BETWEEN I I EMBEDMENT DOOR FLANGE TWO 3r vOOG SLIDING GLASSSSHEATHINGBYOTHERSCOOP. FRAME JAMB SLIDING GLASS DOOR X HOOK STRIP 1/4' MAX. SHIM NO ES) 1 E( \ SHIM SPACE CSLE NOTES) 1 INSTALLATION ANCHORa`r 1-1/8' MIN. R8 SCREW EMBEDMENT ZTEMPERED GLASS TYP.) CAULK BETWEEN DOOR FLANGE SLIDING GLASS L SHEATHING DOOR FRAME HEAD Lo fDA uDEAS SLIDING GLASS I DCOP. _FRAME SILL TEMPEREDGLASS (TYP.) DOOR HEIGHT PERIMETER — SHEATHING CAULK BY BY OTHERS TEMPERED GLASS — 07HER5 STUCCO (TYP.) OR SIDING BY THERS SLIDING GLASS DOOR INTERLOCK SECTION B-B iNSTALLATICN 8 SCREW Iv' " WOOD Br OTHERS CAULK 3ETWEEN HOOK STRIP 6 SHEATHING N. SHEATHING — BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-1/8' MIN. EMBEDMENT nor- N 08 I STALLA I1 ALUMINUM ALLOY 6067. 2) B INSTALLATION SCRE vS COST BE (I SUFFICIENT LENGTH i0 ACHIEVE ST EHFDMENTOr1-1/8' INTOLENGTH T TAPCO. TYPE INSTALLATION ANCHORS AT SILL MUST BE OFSUFFLATILENGTITOACwIEVENANEnBCDMENTOF1-1/4' INTO MASONRY OR CONCRETE7) INSTALLATION ANE)OR CHART ON 3ACK F6 fMli SWEET. USE SILICONIZED ACRYLIC C-- BEHIND DOOR FLANGE •T HEAD L JANSS. 3) US[ SIL ICCNIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR.. 6) IF EXACT DOOR SIZE IS TUT LISTED IN •NCM()A CHART. USE ANCHOR OU•TITITT LISTED VITH NEXTLARGERSIZE. FOR THE APPROPRIATE DCSIGN PRCSSIRE REO.O. - T) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONF ILURATfON TO FINISHED PEwN4 B PLACE INSTALLATION ANCHORS. IN FRONT OF LOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAT WARY PER REOUIRE MEMIS OF AST.M C13M GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED rR INSULATING GLASSID) JAMI / SILL CORNCRS APE TO BE SCALE] WITM A SMALL JOINT •LAM SEALEPII) SHIM AS REO'D, AT EA. SET Or INS- AILATION ANCHORS. MAX ALLGvABLE SHIN STACK TO BE I"', 12) ALL INS TALLATICN ANCICRS HOST BE MADE O6 CORROSION RESISTANT MATERIALS II) WHERE ' ' REPRESENTS MOVING PANEL -0 -0- REPRESENTS FIXED PANEL APPROVED I J F"i CONFIGURATICHS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. I F F EXTERIOR E L Ey A I L O I 1A) SECALLTIONS CONFIGueA3 G+S HOOK STRIP2ETA APPLYVE ARE NTOINSTALLATIONOFALLVAPPROKER9IAT(On EM3E.HEN i COWIGuRATICNS. D . f / + O A 1-1/?' M?N. IS) FLORIDA EXTRUDERS IDDD SERIES SLIDING GLASS DOOR IS SHOvK THIS PRINT ALEO APPLIES T7 1 2PANELDOORSHOWN2WDSERIESAND300SERIES. Q A ' / A D L13ERALLY APPLT J o AL:LKiNG UNDER SILL I OR SETSILLINBEDTALLATI='N-NC.,OR OF CENC < ETE ]/IS' DI?. TAPE GN SEC 11ONI A. -A Ft 12002 DESCRIPTION I DATE INI F L O P I D A INT.RINDC.`S SA.NFOP:) FL. TITLE: SLIDING GLASS DOOR i i iNSiA.I I ..—.iIUN WII;I -8 SCREWS DRAWN BY: -- 3 I APPROVED BY: j ( j ATE: !c: .%r! jSC.LE: NT- IDR'G 'LExJ^ - EF " CONCRETE OR SHIM AS RE'C'DMASGNRYOPENING (SE- NOTES) BY CTHERS CAULK BETVEEN DOOR FLANGE L WOOD SUCK CAULK BETWEEN PERIMETER WOOD BUCK L CAULK BT MAS'Y. OPENING O THERS 1 BY OTHERS S T UCC0 BY OT INSTALLATION ANCHOR 1:8 SCREW (TYP. VHERE- TAPCONS APE NOT REO'DJ SLIDING GLASS DOOR FP.AME SILL Lo , INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR. a8 SCREW (TYP. WHERE GNE BY vOOD TAPCONS ARE NOT REO'D.) BUCK BY OTHCRS 1 1/4' MIN_ EMBEDMENT SLIDINGGLASS DOOR FRAME I r1/4' MAX. JAMB C ' I SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.)' DOOR HEIGHT I D EMBEDMENT 1-1/4' MIN. t7 A D D LIBERALLY APPLY CAULKING UNDER SILL OR SET S1ILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/)6' DIA. TAPCON crrT inni A A TEMPERED GLASS cTYP.) PERIMETER CAULK BY OTHERS f— S.G.D. WIDTH M<x. SHIM SPAC, 1 1/A' MIN. F--'-EMBEDMENT ONE BY WOOD BUCK BY OTHERS CAULK BCTVEEN d WOOD BUCK L HAS'Y. OPENING BY THERS SHIM AS RE O'D. SEE NOTES) 1 4- INSTALLATION ANCHOR 3/16' DIA TAPCON - Q CAULK BETVEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OR MASONP.Y OPENING By OTHERS INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA TAPCON WOOD BUCK L MAS'Y. OPENING BY OTHERS 4 CAULK BETWEENSLIDINGGLASSDOORHOOKSTRIPL HOOK STRIP - WOOD BUCKQ 1 1-1/4' MIN. EMEEDMENT d I Q 1 ONE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS YS••%A&AA "4AUFAGWA B.O.A.F.TEMPERE GLASS JSECTIONB-UFACI'I1RER NANIF_ TYP.' iSl]DING GLASS DCIOR k TT INTERLOCK MASTER FILEHQOK STRIP DETAIL MUM- 1) DOOR MMTERIAI, ALjNINUM ALLOY 6067. 21 T.PCO. TYPE INSTALLATION ANCMDRS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN CMBEDMEMI OF 1-1/ INTO MASONRY OR CONCRETE. ' O) ALT CRNATE TAPCON INSTALLATIONANCHORS FRONT TO BACK IN ALL FRANC MEMBERS. IAPCON ANCHOR CHART ON BACK OF THIS $EET. 5) USE SILICOMUZED ACRTL IC CAULK BEHIND DOOR FLANGE AT,MEEAD L JAMBS. 6) USE SIL ICDNIZCD ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART• USE ANCHOR DUANTITT LISTED WITH NEXT LARGER SiZC. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. B) FOR POCKET DOOR SIZES USE CLOSEST BTPASS DOOR SIZE L CONFIGURATION TO'FIWSMED OPCNING PLACE IAPCONS. IN FRONT OF HOOK STRIP AS SIOVN. 9) GLASS THICKNESS MAT VARY PER REOUIRENENTS OF ASTM E1700 GLASS CHNRTS, 10) ALL FACTORY APPLIED HOLES HOT DESIGNATED FOR TAPCOH ANCHOR SHOLLD BE FILLED WITH -6 SCRCWS OF SUFFICIENT LENGTH TO PROVIDE MIN S/B' EMBEDMENT INTO VOOD BUCK. IN DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMB / SILL CORNERS ARE 10 BE SCALED WITH A SHALL JOINT SEAM SEALER. 17) SHIM AS REO•D. AT CA. SET OF INSTALLATION ANCHORS.MAX ALLOWABLE SHIM STACK TO BE 1/.', 1.1 ALL INSTALLATION AHCHDRS MUST BE MADE OF CORROSION RES:SIAMT MATERIALS. IS) WHERC 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS APE AS LISTED ON AMC H1pR CHART ON BACK OF THIS SHEET. 161 NOT ALL C(Y+FIGURATI ONES LISTED ABOVE ARE SHOWN ON T-II RAVING. HOWEVER INSTALLATION EXTERIOR ELEVATION SECTIONS ' A • 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN COIGURATIONS. 17) NFINSTALL 01CIAPCONINEACHPAIROF FACTORY APPLIED INSTALLATION HOLES UHLESS NOTED OTHERWISE ON ANCHOR CHART. SEC BACK OF THIS SHEE I. IB) FLORID. EXTRUDERS IWO SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2D00 SERIES AND $00 SERIES. - REVI DESCRIPTION DATE INI EXTF L O P IDAINT.RINCPS sarlFOPD FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DRAWN BY: BB I APPROVED BY: 1i":a i I I ...•,.r.ln H.0 (n; Icc.M r. n!7c nH, .- .. r, r nn C„ fC L TAPCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF I 70 PSF 45 PSF' 60 PSF 70 PSF. 45 PSF 60 PSF 70 PSF 4068 xx, OX, XO 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX, OX, XO 60 X 80 3 3 3 4 4 4 3 4 4 6068 xx, OX, X 72 X 80 a 4 4 4 4 4 3 4 5 8068 xx, x. XO 96 X 80 5 5 5 a 4 4 3' 4 5 10062 XX. x XO 120 X 80 6 7( ) 4 4 4 3 4 5 6080 XX, OX, XO 72 X 96 4 4 4 5 5 155 I I 5 8080 xx, OX, XO 96 X 96 5 5 5 5 5 5 4 6 6 10080 xx Ox• XO 120 X 96 6 A 7 (n ) 5 5 4 6 50100 xx, Ox, X0 60 x 120 3 3 3 6 6 6 5 6 7 60100 xx, OX, XO 72 X 120 4 4 4 6 I 6 6 6 7 8 80100 XX. nx xn 96 X 120 5 6 6 7 (DI) 6 8 9 9068 OXO 109 1/8 X 80 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 157 9 (D2) 4 4 4 3 4 5 15068 OXO 181 1/8 X 80 8 10( ) 11 (D3) 1 4 4 4 3 4 5 9060 OX 109 1/8 x 96 51, 6 5 5 5 4 6 6 12060 OXO 145 1/8 X 96 7 I 8 (Dll 9'S 2)_" Z5>vi L S 4 I 6 6 15080 OXO 181 1/8 X 96 8 5 5 5 1 4, 6 6 90100 0x0 109 1/8 x 120 5 6:: •nZ, 6-..'° 61j:7 Z (Di) 6 I 8 10 120100 XO 145 1/8 X 120 D2) 6 6 7 (Dll 6 8 10 9068 XXX 106 5/6 X 80 F 4 4 —` 4 3 4 5 12068 XXX 142 5/8 X 80 7 8 (DI) 4 ." 4 4" ' 4 3 4 5 15068 xxx 178 5/8 X 80 1 1 a 4 3 a 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 (D1) 9 (D2) 5I 5 5 4 6I 6 15080 xxx 178 5/8 X 96 8 3) 13 5 5 5 a 6 6 90100 xxx lUb 5/8 X 220 5 I I120100xxx1425/8 x 120 7 n n cn-) 6 6 17 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 I 4 I 5 16069 OXXO 191 5/8 X 80 9 t0 (D1) 12 (D3) a 4 4 3 4 5 10020 uxxu 1 7/b X `Jb b 6 7 (D1) 7 7 4 b b 12060 OXXO la3 5/8 x S6 7 8 (DI) 9 (D2) I 5 I I I I16080OXXO1915/8 X 96 n3) lc (D,) 6 6 1100 OXXO 11S 5/8 .x 120 6 12020100 OXXO 143 5/8 x 120 7 19 02) I 10 D13) 6 I 6 17 (DI) I 6 I 8 10 160100 OXXO 191 5/8 x 120 10 (D1) 13 (D4 16 (D7) 6 6 7 (D I) 6 8 10 10068 XXXX It/ 1/4 X 60 E 6 6 c 4 4 J 4 12068 XXXX I 7 I11 (( I I I 16069XXXX1891/4 X 80 9 (Dll 0 D2) 4) 4 4 4 3 4 5 10080 Xxxx 1 1/4 x b 6 7 (D1) 5 I Sl(D1) 97(D]s) I I I I I 16080Xxxx1891/4 x 56 9 (Du 5 5 5 4 6 6 100100 Xxxx 117/ 1/c X 120 6 6 DI) 6 6 DI) 6 8 120'. 00 XXXX IAI 1/4 X 120 7 6 (Di) i0 (23) 176 6 I17 7 (21) 6 I8' II 10 10160100 Xxxx 18. 1/ X i2U i0 (D2) 13 n- J) 5 (n7) 6 6 7 (Di) f 8 ANCHOR. NOTES: I) IN SOME CASES TAPCONS ARE P.ED-D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'DI' THRU 'D7' DESIGNATES IN WHICH SIZE & CONFIGUP. EATIONS TWO TAPCONS ARE PEO' D. 2) ' D1' 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) ' DG' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 6) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. B: SECONDLY, AT EACH END OF HEAD SILL NEAP JAMB CORNEA., IF NEEDED. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & 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 & SILL CORNERS. C: LOCATIONS 1N JAMBS OTHER. THAN AS LISTED IN A & B. n EXTRUDERS rLOP1Lr7INT. INC. SANFORD. FL. TITLE- SLIDING GLASS DOOR TA? CON G_=SS CHAPT V r CIVIL 14r. N.T.S. =X902: k4 GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 S.H. SIZES WDw. WTH. > WDW. HGT. V 19.125 26.500 30.500 7737].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 CA020035 SUITE 250 JAN. 11, 02 HEATHROW, FLORIDA 32746 0 PHONE 407 805-0365 / FAX 407 805-0366 1-1201 d i -2Z-aL 4A. oq- GENERAL ALUMINUM CORPORATION FLANGE VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION, DIE #1446 P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 8 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 0%- Z7 D'z- MULLION ANCHOR BRACKET WINDOW FRAME SILL CTYPJ WINDOW FRAME HEAD TYP.) INSTALLATION ANCHOR TYP.) 8 SELF TAPPING SMS (TYP,) MULLION ANCHOR BRACKET SEE NOTES — 2 & #3 D ° D I DWG NO: GEN-0453 P D p ° 1-7/8' v I a MULLION v rg DIE NO, 144,7 C Jl P R A11L. 1, B. 0. . s D ACTUREi R NAME: MULLION n I A , i i, i e , i ..r DIE NO. 1447 p FILE # 6 SECTION B-B 0 D v INSTALLATION ANCHOR TYP.) D a SUBSTRATE 1-7/8' v v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. T C MULLION TO SUBSTRATE WITH 3/16' DIA. 0 II EXTERIOR 2) IN MASONRY CONSTRUCTION, AT A H 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. E RAL ALUMINUM CORP, CARR LLTON, TEXAS TITLEIZ NAL MULLION INSTALLATION DETAIL - M TUBE MULLION, DIE NO, 1447 EL E / A T I N DRN B B APRvD - - - - 3/1SCALEMATL -- VG N - HALF -- D GEN 0453 VVC PRC,pARE O:V PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKVY.; HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 h 4 (1 GENERAL ALUMINUM CORP. FIN HORIZONTAL MULLION DESIGN LOAD CAPACITIES HORIZ. EXTRUDED ALUMINUM TUBE MULLION #1447 MULLION WHEN USED FOR MULLING TRANSOM MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON 'Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020040 HEATHROW, FLORIDA 32746 12Jan-2002 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 I IA I111 q,q y t\ D'NG No: 4-0415O MULLII ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION CHOR YP.) 8 SELF TAPPING SMS (TYP.) ivwuuuUIN DIE NO. 1448 SECTION A— A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) i SEE NOTES 2 & #3 o ° ____ 27 ' v MANUFACTURER N.4MEoEXTERIORELEVATION NOTES: MASTER FLU 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 DETAJ_, EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 _ r- T AREA: - - - - DRN: JS APRVD: - - - - DATE: 3/1 / . _ SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. WT/FT: ---- SCALE: HALF MATL: ---- OWG NO:Er.-I_-_0 PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWT, HEATHROW. FLORIDA 32746 PHONE a07-805-0365 FAX 407-_ 5-C`f5 u GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY- PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Ilk 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 37838.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020038 JAN. 11, 02 01-1201 a > M A M I-DADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING . BUILDING CODE COMPLIANCE OFFICE METRO-DADE 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 CONTIL\CTOR LICENSING SECTION 911 E. Jeferson, P.O. BOX 76 (305) 375-2527 FAX (305) 375.2553 Pi urgh ,KS 66762 Your application for Notice of Acceptance Entergy 6-8 S-W/E Inswing Opaque Sind under Chapter 8 of the Code of Miami -Dad CON'rIL\CTOIt ENFORCENIEN'r DIVISION 305) 375.2966 FIV.X (305) 375-2903 PRODUCI' CON HOL DIVISION 305) 375-2902 FAX (305)372-6339 ulated Steel Door 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. ACCEPTANCE NO.: 01-0314.16 EXPIRES: 04/02/2006 Raul Icoarigucz Chief 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 fnrth nhnve APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office PRODUCT PERPOR.MRnce DRTR M,1'111;ME3=M AM -EDGE STEEL DOOR In WOOD PRRff E PRODUCT CERTIPICRTIonSHEET 0 1 - Valid for the following side -hinged door arrangements: IOUE BOORS - 6'8" nOfflIfIRL, HEIGHT. Wei Single Door with Sidelite Single Door with Sidelite Single Door with 2 Sidelites Double Doors on Hinge side on Strike side DOOR STYLES: 313 0313 1311 a M109 rag IMI Dull®® Flush Arch Top 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel F1 BOB 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: M 13 13 1313 13 CO E3 680 Series 129 Series 200 Series 12R,12L,23R, 450 Series 152 Series 149 Series 23L,24R, 24L Series DP- n" IMPRCT F MULTI —ME STL WD—OP Enterqv Entry Systems Our continuing Program of product imprv,eemm! makes 3peciticetv.s, design and product detag 3ub'iM toChange wNhoul notice, Premdor EntrySystems ACCEPTANCE No.: 01-0314.16 APPROVED Jl1N 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 01115100, 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 on Building Code SFBC) in order to properly evaluate the instal la f is s tem Man#11Perez, P.E. Product C r Examiner Prod ontrol Division 2 Premdor Entry Systems ACCEPTANCE No.: 0.1-0314.16 APPROVED JUN n 5 mnt EXPIRES April 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, are 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. 5. 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. 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 4' 15' 15' MAX O.C. 15' MAX O.C. A 15' MAX O.C. 15' MAX O.C. 6' AX 4' MAX' PREMDOR (ENTERGY BRAND) STEEL EDGE SINGLE DOOR WITH SIDELITES IN WOOD FRAME WITH BUMPER THRESHOLD INSWING) 00' MAX 22' MAX 164' DLO 15' _ 15' MAX MAX 4' MAX 3' MA 14' MAX 14' MA) 4' MA 31 3/16' ( ON HINGES' MrE E DEL660SERIIEST OR HARLOC DEADBOL MODEL 820 1/2, KVIKSET LOCKSET-' MODEL OL200 SERIES OR HARLOC LOCKSET MODEL 100 31 3/ 16' T ON HING( S MA 14' 14' 4AX MAX I . MAX 3' M MAX 3' MAX 4' MA 15' 15' MAX MAX 1 43 16' 70P OF DOOR TO.q OF LOCK IS' MAX 3' MAX 3' MAX NOTES 4' MAX 4' MAX 4' MAX MAX I.) 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. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING, L. H. INSVING R.H. INSVING B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR 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 P10 WITH MINIMUM 1112' EMBEDMENT INTO WOOD SUBSTRATE ATINGS WHERE VAIER INFILTRATION REOUIREKENT IS NEEDED I VHERE VATER INFILTRATION RCOUIREMENT IS NOT NEEDED 767 itive NOT APPROVED x x OR 3/ 16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR INTO MASONRY. OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG 4, UNIT MUST BE INSTALLED WITH 'MIAMI-BADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS VHERE THE UNIT AND THE AREA ARE DESIGNCD TO 5. THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT,VATER INFILTRATION. AND DOOR, THREE STAPLES PER JAMB INTO BASE ON SIDELITES. 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE JAMBS AND SIDELITES. I<L 7. DOOR/ SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE nTeaosuuu artasn mrLTal CORNERS ARE COPED AND BUTT JOINED. B. DOORS SHALL BE PRE -PAINTED WITH A VATER-BASED EPDXY RUST INHIBITIVE PRIMER PAINT WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PRLMDUR 9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX VATER-BASED/ 911L vWRY Y cm WATER -REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PITTs at6762 1 10 x 1 1/2' MINIMUM EMBEDMENT 14) PER HEAD 6 SILL, (6) PER JAMB ALTERNATE: 3/16' PFH TAPCONS w/I 1/ 2' MINIMUM EMBEDMENT 112' x 2' STAPLES SEE NOTE 5) 80 11/16' A MAX 08x 1 3/4' F.H.W.S 3) PER SIDE FROM JAMB INTO THRESHOLD APPAV;VEO AS CC?APL'/ING WITH THE SOUTH F QI4A BUILDING CODE OA O E J jJIBy Q./itlfi l1 PR00 TC TROLDIVISION( J BUILDING CODE CCLIPLIANCE OFFICE ACCEPTANCE NO.01- 0 3 1 y • I (p1-1020-EM- 1 SHEET 1 OF' 6 T goluia (' c GLAZING DETAIL SHERVIN VILLIAMS 850A EXTERIOR GRADE LATEX CAULK EXTERIDR INTERIOR 112' GLASS BITE Fg- 1/8' TEMPERED GLASS INTERIOR SLU I IUN A -A OTHER CONFIGURATIONS 68 3i4' I I _ 68 3ie• 37 112, MAX tI IfMAX MAX x APPROVED ASCOMPLYING'AITHTHE B 1 ADDED PAGE 5 (DOOR OPTIONS) rrw SOUTH FLpRIDA BUILDING CODE 1DlIi uUII IUII4 C I[E . MG ADD SCREVS TO LITE FRAHES u J nnmE . UtIss i0fE1, sit -OXL Dli A ADD DIKR DO(3t CDWIGIRATIONS -a-n DA E UN n 11 201 LIR I REVISm6 I DAIL I p PNII IwC: -A BY R ITIM l: YRG PRODU 01TROLDIVISION PRODOR ENIRY SYSIEMS 3I-1020-EM—I BUILDING CODE COMPLIANCE OFFICE 41 E. JVTusx SHEET 2 OF 6 PIIISBR4Qf67V7.r"rFPTANCEM00\'U3lLI- I o REVIs H LOUR C 68 3/4• MAX a' MAX a' MAX a' MAX 1' MAX 3• MAX 3' MAX 3' MAX a' NA - 14' MAX MAX 15' MAX D.C. 15' MAX O.C. 15' MAX D.C. 15' MAX O.C. 15' MAX D.C. 80 11/16' MAX 6' MAX 3' MAX a' MAX—] AX 3' MAX 3' MAX— a' MAX a' MAX 4' MAX 0X II II Ia' I 1 MAX a• MAX ----I T-- O O 11—a NAX I'14 MAX I MA' 15• MA IS'L IS' 6' oxo OTHER DOOR CONFIGURATIONS 80 0 CCMPLY] NG VOTH THE yT- i'tl Q NGCODEFRODU C NTROL DIVISION BUILDIN r DE COMPLIANCE OFFICE ACCEPT 10.0 LIMITS UNLESS NOTED, EXTRUSIONS UKESS R DR. BY PREMDOR 911 E. JEFFERSIPI PITTSBUR6, KS. 66762 DEC I MG TOL' S. I 6' D A' MAX 37 1/2' MAX - a' MAX a' MAX 3• MAX 3' MAX la, MA% 11' r_ MAX 15' MAX a' MAX I- O. C. 15' MAX 0- C. 15' MAX 0 80 11 16' QC' MAx O 15' MAX D- C. 15' MAX Ia' — J (_ Ia' MAX MA) 3' MAX 3' Ma a' MAX 1' MA7 X 31- 1020-EM-I SHEET 5 OF 6 REVISION LETTER 1/4" SHIM MAX F- 3/4" 80 11/16" MAX I INTERI R 79 5/16" MAX SECTION B-B 2 BY WOOD BUCK 1 1/4" EXTERI R MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS O WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 2 COMPRESSION WEATHERSTRIP M- 5 LOCKSCREEN BRAND LOXSEAL 9650 (BRONZE) 3O WOOD STRIKE JAMB I — EM-12 11/4' X 4.9/16' MTL. TO BE PINE OR EQUIVALENT ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN 26 go. (017 124 -.000) Nix TINOD(4 PRI[ (III R(KRI 5 R1' 7O PnIYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 tbs./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - l 11/16' - 20 GA STEEL 9O WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ` ID I STRIKE STILE EM-06 PREMDOR BRAND - 1 11/16' - 20 GA STEEL tl HINGE STILE EM-05 PREMDOR BRAND - 1 I1/16' - 20 GA STEEL l2 LOCK PREP FILLER PLATE EM-10 PREMDOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE 13 4'x4' HINGE EM-16 HAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 WOOD HINGE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 10-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 410 X 2' F.H.W.S. 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOWN FROM TOP, MAX 18' O.C. THEREAFTER ID) SCREWS THROUGH STRIKE JAMB INTO SIDELITE JAMB, 4' DOWN FROM TOP MAX B' O.C. THEREAFTER 4) SCREWS THROUGH EACH HINGE INTO DOOR JAMB 6) SCREWS THROUGH EACH SIDEL[TE JAMB INTO SIDELITE, 4' DOWN FROM TUP, MAX 15' D.C. THEREAFTER 17 111 ' PFH Y/MINS V I V2 EMBEDMENT oR 3/16' PFH 1APE@IS Y/ItINIMUM 1 1/2' EXBC@€NfK REFER TO ELEVATION VIEW, FOR I OF SCREVS USED AND LOCATIONS IB SIDELITE WOOD STILE EM-28 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT 19 98 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE 0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK NOT USED ON THIS MODEL WOOD SIDELITE JAMB EM-19 1 1/4' X 4 9/16' MTL, TO BE PINE OR EQUIVALENT N 22" X 64' SINGLE PANEL GLASS EM-20 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-7 AR TEMPERED GL11/ 4 SIDELITE TRIM (WOOD) EM-21 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-22 1/8, x V MTL. TO BE PINE OR EQUIVALENT - ITEMS ARE MOLDINGS USE FOR 'SIDE BY SIDE JAMBS' AS MULLIONS 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 Potypropytene by ODL 46 X 1 1/2' PAN HEAD SCREWS 18 PER FRAME SCREW SPACING C BE 3' IN FROM EACH CORNER AND NE TO ExCEED ta' DC THERE AFTER. PIN NAIL 3/4' LONG NAIL, 4' IN FROM END, MAX 8' D.C. THERAFTER, USED ON MULLIONS AND TRI D W SILIC NE #995 LIMNS: Ur4lESS NOTED, FRAC. DEC. ANG I B JDADE COUNTY MODIFICATIONS uum I JD EXTRUSIONS UNLESS NOTED, STD. CONT. TOL'S. I A DDED PAGE 5 (DOOR OPTIONS) IB-1-9e I RS II FNF,TNFFR: I LIR. I REVISIONS I DATE I BY h%etJ:DAS CO`JaLyVr T ltIWEx yma gg DR. BY R.- y PREMDOR ENTRY PRDDu rc 911 E. JEFFERSON ROLDIVISION PITTSBURG, KS. 66762BUILDINGCODECOMPUA'^E OFFICE ACCEPTANCE NO.CQ( j . ( MS 31-1020-EM-I A SHEET 3 OF 6 REVISION LETTER B 2 BY WOOD BUCK 1/4' SHIM MAX 3/4' I 79 3/16" INTERIOR MAX 80 11/16" MAX 64" MAX DLO 2 BY WOOD BUCK 4 9/16" SECTIRN C-C EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1020-EM-I SHEET 2 OF 6 1 1/4" DOW SILICONE #995 LIMITS: UNLESS NOTED, FRAC. ' DEC. AN& EXTRUSIONS UNLESS NOTED, STD. COM1. TOL'S. N APPROVED AS COMPLYING WITH THE DR BY R. DATE — 97 DA LETHFLQF?jQ Ql,6tty E PREMDUR ENTRY SYSTEMSBY911E. JEFFERSONPRODUTCTROLDIVISIONPITISBA, KS. 66762BUILDINGCODECOMPLIA—c OFFICE ACCEPTANCE NO(:Ai 1 D JDADE COUNTY MODIFICATIONS I/II/oT A 2-99 RS to-I-9e RS . A I ADD SCREVS TO LITE FRAME L MATERIAL LIST 2-IB-97 R.S. LIR. I REVISIONS DATE BY PART NAME: ENTMY STEEL HAi'L SCALE 31-1020-EM-I SHEET 4 OF REVISION LETTER 6 D nTHER.DDOR PANES STYLES 3.6 MAX 79 r/l6" D 0 DD® OQ 000 ®® BOB 00 DO00 00 000 ®® Do go 101 00 000 00 oa goo 00 D Do 0 0 BLANK TOP 6-PANEL 4-PANEL 9-PANEL 10-PANEL 18-PANEL FLUSH B-PANEL CROSSBUCK 12-PANEL 4-PANEL 5-PANEL 5-PANEL 5-PANEL 5-PANEL 4-PANEL EYEBROW W/SCROLL EYEBROW EYEBROW V /SCROLL MHER SIDEEITE STYLES 30" I4 MAX m 79 /16" t MAX o 0 0 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 SL-90A SL-90B SL-90C SL-30B SL-30C SL-70 SL-80 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 o oD PD-1 PD-2 PD-3 PD-4 PD-5 PD-6 PD-7 PD-8 PD-9 PD-10 PD-11 PD-12 PD-13 PD-14 PD-15 PD-16 PD-17 m w O tvir O S U Vg® n t: S mOmma W Z 0 OW r a 7 F D o w PD-I8 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 PD-32 PD-33 PD-34 < o m a m LIMIIY UNLESS NOIED, FRAC DEC = NG EKIRUSID& UNLESS 00, SM M. i0. S 8® UR REYISI(DtS CAIE Br goo 00 Q 0 DD a PAR1 N4ME:PREMDOR DOOR OPTIONS PODDR ENTRY SYSTEMS 31-1020-EM-Igoo000911E. FF[RS[PI SHEET 6 OF 6 PD-35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-436 PIIISM, KS. 66762 R[YISION WIER