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Home My WebLink About250 Venetian Bay Cir 04-842 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 SUBDIVISION PERMIT # DATE 61m PERMIT DESCRIPTION Aw PERMIT VALUATION 70M SQUARE FOOTAGE 2-5G7 J PHONE NUMBER 0 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d FA MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE City ®f Sanford v . Certificate of Occupancy at the building located at 250 Venetian Bay Cir for which permit number has been completed according to the plans and specifications filed in the permit, to wit as Single Family Home complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: T. Lilly Engineering: D. Sweet Public Works: R. Buckner Utilities: R. Blake Fire Department: N/ A Zoning: N/A Morrison Homes Property Owner 05/ 24/04 05/20/04 05/21/04 05/21/04 05/25/04 Building Official Date CERTIFCATE OF OCCUPANCY ey, REQUEST FOR FINAL INSPECTION cam" „d SINGLE FAMILY RESIDENCE**** DATE: 5/19/04 1"" PERMIT #: a17 3 CONTRACTOR: PHONE #: 250 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES KEVIN 407-832-5990 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering El Public Works Utilities s yc, el- Fire Zoning _ Licensing 011 N/A N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY' REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 5/19/04 250 VENETIAN BAY CIRCLE VENETIAN BAY MORRISON HOMES KEVIN 407-832-5990 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works 611 Utilities Fire N/A Zoning N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) s CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY REDS T F**,&UST - OTiUTIES DEPT. To Utiins RequestReceived _ -- -°` - I pwor----------- INITIALS DATE DATE: 5/19/04 ------------ r PERMIT #: 04-842 l:ewer ------ City Spsvicc_s Ecsorlei)ts ---------- ---------- ADDRESS: 250 VENETIA 169keVjfIk W _ 2y`' J__ ;___ ! _ P VENETIAN BA V e f "`'`— CONTRACTOR: MORRISON HOMES PHONE #: KEVIN 407-832-5990 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering Public Works Fire N/A Zoning t i I i t r,s O Licensing N/ A N/ A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 5 / 2"9/"0 4 09:11:53 Location ID . . . 241095 Parcel Number . 23.19.30.5.-0000-0230 Alternate location ID Location address . 250 VENETIAN BAY CIR Primary related party Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT LOT 23 ************** 12804 2.00 CSVC UT SW DEV FEE $1700.00 WA DEV FEE 50.00 12804 CSVC UT BP04- 4 PD -27- 4 SEE REC 635 2 4.00 CSVC UT 3 4"WA METER SET FEE $190.00 PD -27-04 12804 5.7u CSVC UT REC 6358 17904 7.00 10M Special notes More... F2 Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel v Z o Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) May 21, 2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 23 Venetian Bay , 250 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 250 Venetian Bay Circle, Sanford, Florida 32771 Legal Description: Lot 23, "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). i Yours, sogiates Inc. a t 4 William A. Herx , P.L.S. Vice President WAH/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A- PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIL Number 250 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 23, " VENETIAN BAY " PLAT BOOK 63 PAGES 84 - 88 PUBLIC RECORDS OF SEMINOLE COUNTY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##. ) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE CITY OF SANFORD 1120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED 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 B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 15.2 ft. o b) Top of next higher floor NA. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA. o 0 o d) Attached garage (top of slab) 14.9 ft.(m) ft. E o e) Lowest elevation of machinery and/or equipment W 6 servicing the building (Describe in a Comments area) 14.6 ft. AC Service E o f) Lowest adjacent (finished) grade (LAG) 14. 3 ft. Z to o g) Highest adjacent (finished) grade (HAG) 14.4 ft 0 C 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) Registered Land Surveyor No. 3182 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. — I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME William A. Herx LICENSE NUMBER 00003182 TITLE Registered Land Surveyor COMPANY NAME Herx & Associates, Inc. 769 CITY STATE Altamonte Springs FL SIGNfUY/ 1 n11il / (/a r DATE TELEPHONE 05-21-04 407 788-8808 ZIP CODE 32714 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions r - IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 250 Venetian Bay Circle CITY STATE ZIP CODE Company, NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. - TBM's not verified. Note : Item C3 e on page 1, refers to Air conditioner Service slab. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or 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: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. _ PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME _ ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. — G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state - or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: -- LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS - Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions - CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE"" Q o ,/` r % r / fof DATE: 5/21/04fit PERMIT #: 04-842 /it I ADDRESS: 250 VENETIAN BAY CIRCLE 0/ c ~ VENETIAN BAY v CONTRACTOR: MORRISON HOMES a y 4 y co PHONE #: KEVIN 407-832-5990 ti 0- J Q ' The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Fire N/A Zoning N/A zt tilitr*es— Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC0401 CITY OF SANFORD Address Misc. Information Maintenance 5/24%04 12:29:38 A. Location ID . . . 241095 Parcel Number . . 23.19.30.502-0000-0230 Alternate location ID Location address . 250 VENETIAN BAY CIR Primary related party Type information, press Enter. Sequence Code(F4) App Free -form information Date 1.00 CSVC UT LOT 23 ************** 12804 2.00 CSVC UT SW DEV FEE 70 0 WA DEV FEE 5 .00 1 0-4 3.00 CSVC UT BP 4-842 PD -27-04 SEE REC 358 4.00 CSVC UT 4"WA METER SET FEE $190.00 PD 1-27-04 12804 0 CSVC UT REC 35 12804 7.00 800 70 10.000 Special notes More... F2=Address F3=Exit F5=Notes display F6=Change display F9=Parcel Notes F10=Subdivsion Notes F12=Cancel Permit #: d V 4 ZZ Job Address 0 Description of Work: C Q.A k ', Y.A(lnl Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION t " 1 Date: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS a7)— Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines. Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: ) # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: State License Number: (-- C -' 1) V 0 / . 1 Tom_ Contact Person:\_ % 'Sy-" 1 Phono'3 Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements a Lien Law, FS 713. C - Signature of Owner/Agent Date 4Signature of Con r/ t Date 7'ey e;t ay -S CZVE Print Owner/Agent's Name Pri Contractor/4Lgent's Name Signature of Notary -State of Florida Date Si re of Nota -State of Florida „ar 1* My Commkialon DD272809 E* MS Deoember 07 2007 Owner/ Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 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 LINE BEARING DISTANCE L I S 89°59'43"W 50.00' L 2 N 89°59'43"E 50.00' NARCISSUS AVE. TRACT G 10' ADDITIONAL RIGHT OF WAY LI O LOT 23 o 'A" GRADING 5.500 50. FT. V o LANAI Z ^a O 15.0' O nc O O r a E195) crr O SHEFFIELD O °-: O ELEV. F O a< SINGLE FAMILY RESIDENCE • n m FIN. FL. ELEV: 15.0 Z v Un V nr LOT 22 min m o kn m-Z. o n i m 65 .0'D 40Z 0' W ~ O O O 5. 7', o O 13.7' 00 O20.7' 0 0 N 86. 78' L2 N) O O CIL EL: 3,1 P. C.P. S 89° 9'43-W4 574.00 REFERENCED BEARING CITY OF SANFORD LOT 24 CIL VENETIAN BAY CIRCLE (50- R/W ) TRACT " F PRIVATE ROADWAY LEGAL DESCRIPTION Lot 23. " V E N E T I A N BA Y according to the plot thereof as recorded in Plot Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X: according to the Flood Insurance Rate Map Community Panel Number 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) General Notes: Proposed 1. This is a BOUNDARY Survey performed in the field on p 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or X" iron rod with red plastic cap marked "Witness Corner, unless otherwise noted. O Denotes P.C.P. (Permanent control point) N Denotes Permanent Reference Monument. P. C. P. \ SETBACKSMax Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' MPERVIOUS SO. FT. . 55 ° Minimum Lot Width 50' LOT S0. FT. IMPERVIOUS AREA- 3.016 SO.FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°59"43"W. , Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark O/S Offset assumed datum) O.R. B. Official Records Book BOW Back of sidewalk PB Plat Book CIL Centerline PC Point of Curvature PC. Point of Compound Curvature d Central or ( Delta) Angle P.. C.P. Permanent Control Point CALC Calculated P Page CB Chord Bearing R P.R.M. Permanent Reference Monument CD Chord P. Line Point C.M. ConcreteMonumentP.0.8. Point of Beginning of EL. orELEV Elevation P.O.C. Point of Commencement FINAL EL. Elevation ( Measured) P. I. Point of Intersection F. Found PRC. Point of Reverse Curvature FD.Fl. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RAD Radial Line L Arc Length RES, Residence LB Licensed Business RIW Right -of -Way LS. Land SurveyorTBMTemporaryBenchmarkMeaMeasuredTYP. Typical N/D(NBD) Nail and Disk Fence symbol (see drawing) N.R. NotRadialX—X- Fence symbol (see drawing) Certification: Not valid without the signa nd the original raised seal of a Florida licensed Surveyor and M per Drawn b CM is survey meets the requireme is f e Floridanimum Technical y ' Checked by: OP H,rx an ds as contained in Cha er 17-6 Florid Administrative Code. Prepared For: MORR I SON Sketch of Legal Description Job Number: 02-017-02 QL(G This is not a Survey Scale : 1-- 30' h ida Registered Land urveyorNo. 3182 Plof Ptio perroemed: 11-21 03 rae L. Przemieniecki, P.S. M. Registered Su a or and Mapper No. 6030 Foundation Survey illiam R. Nen , P.S.M. Registered Surveyor a d apper No. 6092 Final Survey 8 Associates Inc., State of Florida LB 493 Revisions COUNTY UF SEMINOLE IMPACT FEE STATEMENT' ISGO[D BY CITY OF SANFORD STATEMENT NUMBER 104-75934 DATE: ~ r---- BUILDING PERMIT BE TY) COUNTY NUIBER: UNITADDRESS:__ .... ... ... _... ... .... _.... .... ... __.... ... .... ... _............. _____.... .... TRAFFIC ZONE: JURISDICTION: Qj CITy_OF_SANFORD_________ SEC: TWPmRNG PARCEL: SUDDIVISION: '`-/ u TRACT: PLAT BOOKx PLAT BOOK PAGE: OWNER HAME: /} ADDRESS:'_ // ___..... APPLICANT NAME: Y--'--------- inn LAND t..jSE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE ENE IT RATE FEE ONIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 7O5.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMO $ 2,285.00 4. STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2- APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PER 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 RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T|\E 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) 66577474. PAY ENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DErARTMENT 300 MORTH PARK AVENUE SANFORD. FL 32771 PAY ENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE., THIS STATEMENT IS VALID ONLY IN COMJDNCTION WITH ISSUANCE OF AW** SIN8LE FAMILY BUILDING V I fi R$ I § 4 AP OF OCCUPANCY Cyr, P'd REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 5/ 21/04 250 VENETIAN DAY CIRCLE VENETIAN BAY KEVIN 407-832-5990 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineerin Fire N/A Public Works Utilities Zoning Licensing N/ A N/ A CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Hera & Associates Inc". ! y- land" Surveyin-g 769 Douglas Avenue, Altamonte Springs, Florida.127 4 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying. and Mapping LINE s I I L 2 Map of Survey BEARING N 89°59 43-E DISTANCE 50.00' NARCISSUS AVE. . TRACT G 10' ADDITIONAL RIGHT OF WAY L1 2J7 V v LOT 22 r m o LOT 23' o 'A- GRADING 5.500 SO. FT. 25.0' o o LANAI 15.0' E195) SHEFFIELD ELEV. F SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15...o 01 kn o 0 C) . f zJy . o 86. 78 - 4 Z' 65.0'D 40.O'W 5.7a rn 20.7' o 0 r mm LOT 24 Z . m O O . J 4 S• N L 2 o e P.C.P. S 891943".W 574.00' V' P.C.P. REFERENCED BEARING CIL.- VENETIAN BAY CIRCLE (50' R/W) TRACT " F PRIVATE ROADWAY Max Coverage - 64 SETBACKS. CITY OF SANFORD Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' W_ERWO_US SO. FL . 55 ° LEGAL DESCRIPTION- Lot 23. " V E N E T I A N BA Y Minimum Lot Width 50' LOT S0. FT. according to the plot thereof as recorded in Plot Book 63. 1 M P E R V 10 U S AREA - 3.0 16 SO. FT. of pages 84 - 88 of the Public Records of Seminole County. Florida. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943-W. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone -X" according to the Flood Insurance Rate Map Community Panel Number Vertical datum is based on NGVD per Engineering 1 2 0 2 8 9 0 035E. Dated 0 4117195. construction plans by Neal H i 1 I e r Engineering. Inc. City of Sanford Community Number 120294) Job Number 2001. Genera! Notes: Proposed 1. This is a BOUNDARY Survey performed in the field on p_ 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. e Denotes SS" iron rod with yellow plastic cap marked LB4937 or LS3162, or W iron rod with red plastic cap marked 'Witness Corner",unless otherwise noted. O Denotes P.C.P. (Permanent control point) ra Denotes Permanent Reference Monument ica ( ion: Not valid w/thous the slgna nd the original raised seal 9orlda licensed Surveyor end M per survey meets the requirema fs f e Florida bimum Technical Slandads as contained in Cha er 17-6 Florid' Admi`iishative Code. illia . tlerx, P.L.S. Florida Registered Land urveyor No. 3162 itDarae L. Pozemienieckl, P.S.M. Registered Su a or and Mapper No. 6030 William R. ffenr, P.S.M. Registered Surveyors d apper No. 6092 flerx d Associates Inc., State of Florida LB 493 Legend Temporary Benchmark O/ S O. R.B. Offset OKcialRecordsBook assumed datum) P Plan Book BOW Back of sidewalk PCC Point of Curvature - C/ L Centerline FCC, Point of Compound Curvature d Central or (Delta) Angle P.. C.P. Permanent Control Point CALC Calculated P Page CB Chord Bearing P..RR M. Permanent Reference Monument CD Chord P. Point fy Line C. M. Concrete Monument P.O.B. Point of Beginning EL, or ELEV Elevation P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin. Fl. Elev. Finished Floor Elevation PT Point of Tangency I.P. Iron Pipe R Radius I. R. Iron Rod Arc RAD Radial Line L Length R Residence LB Licensed Business RAW MRight -of -Way oWayLS. Land Surveyor TBM Tem porr ary Benchmark TemporaryMeaMeasuredTYP. Typical N/ D(N&D) Nail and Disk Fence symbol (see drawing) N. R. Not Radial X—X- Fence symbol (see drawing) Sketch of Legal Description This is not a Survey Drown by: CM Checked by: DP Prepared For: MORRISON Job Number: 02-017-02 Scale : 1'- 30' Plot plan performed: II-21-OJ Foundation Survey: Final Survey: Revision• . Permit # Job Address: Description of Work: —&,E Historic District: CITY OF SANFORD PERMIT APPLICATION Date: S Permit Type: Building--/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS _: Addition/Alteration Change of Service Temporary Pole _V", Mechanical: Residential Non -Residential Replacement New (Duct Layout &,-.Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commerci I Industrial Total Square Footage: • Construction Type: eM u # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel, ?3— 7 Q— SO`— 00QO^ Qo _moo (Attach Proof of Ownership & Legal Description) d3 Owners Name & Address: lv/%!'A/aw. 0/y%l J ,' V ^ -y / p S'/ G/NItNHA& IAV,CabF7,00, MA/TIAW , AL ' 27$% Phone: Y/ D2 (0077 Contractor Name & Address: &4 / // IC. / v .)Vfv /rt r ic...+ r7 p29 / a-ldrers c1fou2 - State License Numbeer:GRG %I / Q/' Phone & Fax: 6 007 o7 0 S/ 40 Contact Person: 0,J104 I I- Pho.e&07,:2 7474Y 0 Bonding Company: /Vf11 Address: /V Mortgage Lender: H Address: /N Arch itect/Engineer: MC.d 1416 Phone: I0 Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIQ); OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this prop that may be found in the public records of this county, and there may be addAiAnal permits required from other governmental entities such as water manager districts, state agencies, or federal agencies. I will notify the owner of the property of the Signat0erb Owner/Agent c^ vPrint Owner/Age,/ s e za z Q op L{ Signature o ota ate -OF-Florida U X m /\ ro Owner/Agent is v Personally Known to Me or Produced ID MA W Yb+ APRLATION APPROVED BY: Bldg: Initial & Date) Special Conditions: ire o o id3 aw, FS 713. s Zos V8 Signatur ontractor/ Agent Date o z^ m i z cdD Print Contr r s me e 1211 0 C a 61 co Sign re otary-State of Florida Date c ro Jo . doContractor/Agent is Personally Known to Me or Produced ID N Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) 4 55 10 ry 0/f h /7 1, C / 01 (-/<-- I /I c & 6:6- rf-- Cz W] Permit Number: Prepared By Daphne Clark and .O.Box 784283 Return To: Winter Garden, FL 34778-4283 NOTICE OF COMMENCEMENT. State of Florida. County of Seminole. I I I i Ii 11 li frail i lil la Id ni rlu M u{i i3 IHi is 7 -1 ua i rear LE - CLERK OF CIRCUIT COURT BK ft05123 PG 0338 CLERK,,, # ?003215991 FIUNDED 12/0542003 1004BiQ AN RE ADINO FEES 6.00 RELI]RDED BY S O'Kelley CERTIFIED COPY MARYANNE b10RSE CLERK OF CIRCUIT COU 1 SEMINOLE COUNTY• IDA sv DEC 5 The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 2. 3. 4. 5. 6. 7. Description of property: Lot Number Legal Description Street Address a3 VENETIAN BAY, according to the plat thereof, as recorded in Plat Book 63, Pages . 84-88, of the public records of Seminole County, Florida.Fl)ywehal? J v Sanford, FL General description of improvements : New single family residence Owner information : Name Morrison Homes Address 151 South Mall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282 Fee Simple Title Holder: N.A. Contractor: Name Maria Lisa Steiner Address 151 South Hall Lane. Suite 200 Maitland FL 32751-7172 Tel Number (407) 629-0077 Fax Number (407) 629-5282: Surety : N.A. Lender: N.A. 8. Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713. 13(1)(a)7., Florida Statutes: N.A. 9. In addition to himself , Owner designates the following to receive a copy of the Lienor's Notice as provided in 713.13(1)(b), Florida Statutes. N.A.. 10. Expiration date of notice of commencement : One year from the date of reco rd ing. Date Signed / ? 0 Signature of Owner' s Agent, Maria Lisa Steiner: Sworn to and subscribAbefore me this by Maria Lisa Steiner, who is personally known to me. os,n•ru 4c D.kCLAW MY COMMISSION # DO 214811 of Notary: Notary Seal: * * EXPIRES: June 27, 2007 TEOF e' Bonded Thru Budget Rdm Sw*n LIMITED POWER OF ATTORNEY DATE: / 6 I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, EACH AN AGENT OF: MORRISON HOMES. TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORNXD AT LOT NUMBER : SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY MARIA LISA STEINER NAME OF CONTRACTOR.) t SIGNATURE OF CONTRACTOR.) STATE CERT. # CR-0041929 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this DATE: BY: MARIA LISA STEINER Who is personally known tome and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE.'.y •,, LIANA EMIRO My COMMISSION # DID 237775 a EXPIRES: August 3, 2007 F' iF a Bonded Thru Nota Pubtio UnderwritersNotary. SIGNATURE OF NOTARY: NOTARY SEAL. Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL... PARCEL DETAIL 4tb i i J I Scminnlc County IrR raiur t IRI It. Rirat St, Samford Ft. 32771 407d.6R-91,5I16 F msn 11 r1kor VA HOT 1 GENERAL Parcel Id: 23-19-30-502-0000-0230 Tax District: S1-SANFORD Owner: CENTRAL FLA DEV Exemptions: PARTNERS LC Own/Addr: #200 Address: 1053 MAITLAND CENTER COM BLVD City,State,ZipCode: MAITLAND FL 32751 Property Address: 250 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp Find Comparable Sales within this Subdivision d Back > * ue 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 0 Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Land Value (Market): $11,310 Land Value Ag: $0 Just/Market Value: $11,310 Assessed Value (SOH): $11,310 Exempt Value: $0 Taxable Value: $11,310 2003 VALUE SUMMARY 2003 Tax Bill Amount: 2003 Taxable Value: DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 23 VENETIAN BAY PB 63 PGS 84 - 88 LOT 0 0 1.000 11,310.00 $11,310 NOTE: Assessed values shown are NOT ce fffFed values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 12/14/2003 7:15 PM Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L 1 S 89°59'43"W 50.00' L 2 N 89°59'43"E 50.00' NARCISSUS AVE. TRACT G 10 ' ADDITIONAL RIGHT OF WAY LI LOT 23 o -A' GRADING 5.500 SO. FT. Cn JV o LANAI O O 15.0' O n Q E195) Orr O SHEFFIELD O O ELEV. F O SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15.0 n m Z LOT 22 v V min LOT 24 Rl m --I . o nrn s 40.0 W m O 5.7a O O Q 0 . 137' 20.7' o Q Q 0 vN 0 u, 86.78' L2 tv 1)14 S REVIEWED0 CITY OF SA P.C.P. P.C.P. S 89° 9'43"W-t 574.00' REFERENCED BEARING CIL VENETIAN BAY CIRCLE (50' R/W) TRACT F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION Lot 23. " V E N E T I A N BA Y according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X". according to the Flood Insurance Rate Mop Community Panel Number 120289 0035E.Doted 04117195. City of Sanford. Community Number 120294) General Notes: Proposed1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown 'hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. A Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3162, or M" iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) M Denotes Permanent Reference Monument. SETBACKSMax Coverage - 64 Front 25' Rear 20' TEDATA Side 5 ' Corner 15' MPERVIOUS SO. FT . 55Minimum, LotWidth50' [91 OT S0. FT. IMPERVIOUS AREA-3.016 SOFT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being S 89°5943"W. Vertical datum is based on NGVD per Engineering construction plans by Ned H i I I e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark O/ S Offset assumed datum) O. R.B. Official Records Book BOW Back of sidewalk PB Plat Book CIL Centerline PC Point of Curvature PCC. Point of Compound Curvature d Central or (Delta) Angle P. C. P. Permanent Cnntrol Point CALC Caicuiated PG. Page Ca Chord Bearing P.R.M. Permanent Reference Monument CD Chord P/L Property Line C.M. Concrete Monument P. O.B. Point of Beginning EL. or ELEV Elevation P. O.C. Point of Commencement FINAL EL. Elevation (Measured) P.I. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin. Fl. Elev. Finished Floor Elevation PT. Point of Tangency IP. Iron Pipe R Radius I. R. Iron Rod RAO Radial Line L Arc Length RES. Residence LB - Licensed Business RIW Right -of -Way LS. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/ D(NBD) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X— X- Fence symbol (see drawing) Certification: No( valid without the signs nd the original raised seal of a Florida licensed Surveyor and M per Drawn by: CAI survey meets the requI.rem0 is t e Florida nimum Technical Checked b y : DP Stands ds as contained in Cha er 17-6 Florid Admin istrative Code. Prepared For: MORR 1 S ON Sketch of Legal Description Job Number: 02-017-02 cac This is not a Survey Scale : 1,- 30" illia . Herx, P.L.S. Florida Registered Land urveyor No. 3182 Plot pion performed: 1 1 - 21 - 03 Darae L. Przemieniecki, P. S. M. Registered Su a or and Mapper No. 6030 Foundation Survey: Final Survey: Williams Herx, ociat P. S.M. Registered Surveyors d apperNo. 6092 Revisions Herx & Associates Inc., State of Florida LB 493 Ilerx & 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 LINE L I L 2 Map of Survey BEARING S 89°59'43"W N 89°59'43-E NARCISSUS AVE. DISTANCE 50.00' 50.00' TRACT G 10' ADDITIONAL RIGHT OF WAY LI o LOT 23 o A- GRADING 5.500 SO. FT. s. 25.0' o LANAI z "'•o O I5.0' O nc O O a E195) O SHEFFIELD O °'_., O ELEV. F O SINGLE FAMILY RESIDENCE n m FIN. FL. ELEV: 15.0 Zy LOT 22 V V min LOT 24 o n El i 40. 0D 40.0 W mZ O O 5.7a O O 0 13.7' 20.7' ... O O 0 U1 86.78' L2 N lrh O O P.C.P. - - - S 89° 9'43''W4 774.00' - - P.C.P. REFERENCED BEARING \ CIL VENETIAN BAY CIRCLE (50 ' R/W ) TRACT "F " PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION: Lot 23. " 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.Doted 04/17/95 City of Sanford. Community Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4.. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Ciient unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %" iron rod with yellow plastic cap marked LB4937 or LS3182, or 34" iron rod with red plastic cap marked "Witness Comer", unless otherwise noted. O Denotes P.C.P. (Permanent control point) 0 Denotes Permanent Reference Monument. SETBACKS: Max Coverage - 64 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' 1 IMPERVIOUS SO. FT. . 55 ° Minimum Lot Width 50' 1 LOT S0. FT. IMPERVIOUS AREA -3.016 SO. FT. Note: Bearings shown hereon are referenced to the C/L of VENETIAN BAY CIRCLE as being S 895943"31. Vertical datum is based on NGVD per Engineering construction plans by Neal H i l l e r Engineering. Inc. Job Number 2001. Legend Temporary Benchmark ois Offset assumed datum) 0..OR.B. Official Records Book BOW Back sidewalk PB Plat Book CA riCenterline PCPC Point of Curvature 11 Central or (Delta) Angle Point of Compound Curvature CALC Calculated P. C.P. Permanent Control Point CB Chord Bearing PG. P.R.M. Page Permanent Reference MonumentCDChordP2PropertyLineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of Commencement FINAL EL. Elevation (Measured) P. I. Point of IntersectionFD. Fin.Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature I.P. Iron Pipe PT. Point of Tangency I.R. Iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. Residence LS, Land Surveyor RAN Right -of -Way Mea Measured TBM Temporary Benchmark N/D(N&D) Nail and Disk TYP. Typical N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Cersification: Not valid without the slgna nd the original raised seal of a Florida licensed Surveyor and M per Drawn b y ' CM Sur meets the requireme is t e Florida 'nimum Technical Chocked b y : DPStandsascontainedinChaer17-6 Florid Administrative Code. Prepared For: MORR 1 SON Sketch of Legal Description JobNumbar: 02-017-02 0-, This is not a Survey Scale : 1-" 30' illiaFlohda Registered Land urveyor No. 3162 Plot plan performed: 11 - 21 - 03 Darae L. Przemieniecki, P. S.M. Registered Su a or and Mapper No. 6030 Found a t i o n Survey: William R. Herx, P.S.M. Registered Surveyor a d apper No. 6092 Final Survey: Herx d Associates Inc., State of Florida LB 493 Revisions w' P. 210-037203 9:04AM FROM CITY OF SANFORD PI APPLICATIONMNfT 7 Date: Permit a ' o Job A"M": In t t% d'/ i ' T Description of Work: Historic District: ZODWUS: Value of Work: Permit Type: flu xwz Flomcal Mcchalucal Plumbing Fire Sprinkler/Alarm Pool ElectriW; Now Smieo — # of AMPS Addition/Ahccutioa Change of Service . Tcmpor4y POIc Meehaoieul: Residential Non -Residential RePlaccment New (Duct Layout & lmcM Cale, Requimd) PlumbiuW Ncw CorttateveW. M of Fixtures k o of Watcr & Sewer Lines ti of Gas Lines Plutnbing/New Residential: # of Watcr C osas4 - Plumbing Repair— Rcu enual or Commcneial Occupancy Type: Residential Commercial Industrial - Total Square Footage: Cv"uvcilon Type: it of Stories: # of Dwelliag Units: Food Zone: (FCMA form requlrcd for other thaw X) Parcel 0; Binding Company: morigage Lender: Attach Proof Of Ownenhip & Lcgld Deacrlpdon) 36 ArchiteWBogiueer. Phoot: Address: Fax: Application is hereby made to obtain a permit to do the work and inuallations ar indicated. l certify that no work or installation has commcncul prior to the issuance of a permit and that all work will W performod to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be sacurcd for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT:1 cwtify that all of the foregoing information is accurate and Ail all work will be done in compliance with all applicable Irtws rorulatinv, construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YU01l I'F.Y IN(i TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOM KBCORDING YOUR NOTICE OF COMMENCFMAN'f. NOTICE: In addition to the requirements Of this permiL, 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 Wrial Permits required from other govcmmontal entities such as water management districts, state agencies, or federal ugcrtcics• Acecpwnco of pumit is vvriftearion lhac I will notify the owner of the property of the requirements of Florida Lica Law, FS 713. o Signature of OwnodAgent Date Signature of CparrmorlAgent Date Print Owner/Agent's Name Signaturcaf Notary -State of Flonda Date OwucdAgcnt is _ Personally Known to Me oil Produced IL) Print Conuactor/Aget's N Ifoo-ry-Siatc of Florida Uale ov Contractor/A i PCISifmali"awn lv Me ur Produc°f ty Commission 024971aVwExpiresMay132005 CAPPLICATIUN APPROVED BY: Uldg: ZOning: Utilities: FD:( Initial & Date) (Initial & Dole) (initial & Wto) (initial Al Date) Spai;d Conditions:., CITY OF SANFORD PEF-0.4TT f,v PT,aCATIO",$ iob Address: r Description o;_; VN<erh..&t_z4r a . / Historic District: zwning J j 1_u€ o; ?./OrI;' F (70 L1761- - - Perrin Type: Fttiiding Electrical wlerh" iml r Plumbing Fire SprinHei mm FGQ? rI€str;e<tl: Neev Service — Vof AN1PS AdditionJAheration Change of Service Ternpofb y Pole liieshanicat! Residential ,t' Non -Residential Peeplaent New (Mutt iayot t gnergyCal. Required) Plumbing/ New Commercial: #' of Fixtures V of Water &- Sewer Lines ' of &as Lines Plumbing/New Residential: D of Wter"Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Squnre Footage: Construction ' Tyne: u of Stories: V of Dwelling Units: Flood Gone: (FEMA form required for ("iGar t:h.ar_ X) Parcel AN: (At2aeh Proof of Ownership & Legol Description) Owners Name & Address: Phone: Contractor Name & Address: YM..ATR A r 1, AM VAWn ntea RCFSTREET CFTT?*f+`3i tateLicenseNumber 4 G. j p$v®"`- Phone & Fax: TAKE MAW, FIX)RTt3Tt r nct, r s 7!/iI N'jf t jGsr '+'.i Pit+SfgtY'' 3G°4'3 ">fd:' Bonding, Company: Address: Mortgage Lender: -- — Address: Architect/ Engineer: Phone: Address: Fa;; Application is hereby made to obtain a pen -nit to do the work and installations as indicated. 1 certify that no work or installation has comnieru:ed prior to the issuance of a per nitand that all work will be performed to meet standards of all laws regulating consiuction in this jutisdiction..i understand that a sepamie 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 inform Lion is accurate and that all work will be don in compliance with all applieablr. l we i c:P:ulring construction and z ling. WARNING TO OWNER: YOUR FAiLURE TO RECORD A NONCE OF CO ENT EMEid T MAY JESULT 17,? Yo f ff' i'i, `, T1,!G TWICE FOR LMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIid FINANC_ .G; COT SU ' ViT-H YOUR LENDER OR ! )\ ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there rmy be additional restrictions app ble to rope, that , found in the public records of this county, and there may be additional perm is required from oche gove n ental entities sit as ovate agem t dis u, st4te agencica, 91 ft:dc, nl agencies. Acceptance of permit is verification that 1 x ll notify the owner of the property of the re trementW otida7L I MJZ, FS 713/ Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Flonda Owner/ Agem is _ Personalh ,nown to Me or Produced ID APPLICAI 10N APPROVED BY: Bldg' Initial & Date) z )- xcia! l onditions: --- Date Date 1 0 2004 C gnatuyRT oG c E0i' U0USSO Date P ontractor At's (ame Signature of No-n•-State of Florida Date Contractor/Ac:-.::; VePersonalh, Known to Me or Product,' :,) Zoning: Initial & Date) FD; initial &- Date) t t • Dai: NIIM RR DAC. TURNER EXPIRES: June 14, 2007 Bonded Thru Notary Public Undpnwtiters TRUSS INDEX SHEET r. Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRZ195F ON MYTH LUMBER Co. Job Identification: Z195F Address 1 VENETIAN BAY ROOF TRUSS DIVISION Address 2 LOT 23 2722 SOUTH APOPKA BLVD. Jurisdiction: CITY OF SANFORD APOPKA, FL 32703 General Building Design Information 407-299-1522 Florida Building Code - 2001; Chapters 16 and 23 FAx: 407-299-9153 ANS11Tpl 1 Design. Loads Roof: 37 PSF Floor: Wind: 120 MPH/CLOSED BLDG. WITH REAR PORCH & RAISED ENTRY WIND PRESSURE EFFECTS Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Seal Date: la-Nov-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: 29 Plus Standard Details Truss ID: RI R3 R4 R5. R6 r ?` R7 R8 R9 R10 R11.` a" R12 . v R13 $ a R14fnf a 3+ f R15 c \ a : s H2 nitH3 H4. gkgn El 100 E2 PLANS REVIEWEDE3 E4 CITY OF SANFORD C1 C2 Cs C4 ' CS Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 250 60 G3 G2 GI 6 0' LL IZ.O D TRUSSES W/ RAISED FEEI-S RIO DAGK roNOLou: a I/2ON FRAbE WALLS R9 SMYTH UUMDEIz CO. R6 ROOF TRU55 DIVISION Z1 0, R7 2722 50LJTH APOFKA 6LVI7. AFOFKA, FL. 32703 407) 2qq : 1522 FAX ( 407) 29g - g153 Engineering Gertificate of Authorization # g216 NOTES 1) IT 5 TFE DLLDER'5 RE9'045B Y TO VERFY TRUSS PLAGEA T PLAN AAD TRUSS D15" DRAMC AGANST FELO GONMI" PhD OfSGN NTENP.. Rff MWt: SEOTI IA.2n ANSVTM FYfSY - APPROVED NAM1E IPRNTI 65' 0, 50' a DATE Z) TRIihE`Y M15T WT DE all GR ALTERS N ANY WAY WRH PRIOR AUNYRV-AT DY SMYTH TR GOLPAJY. 3) TRLSSE5 THAT ARE W M ALTERED W— TAUIHORIZAT'AN WLL DE REPAREO GR REn.AGEP AT GUSTOI.£K5 E%PEASE. 4) DACI, i G 5 CF ANV I, wLL NDT CE GONSDER[ D WITI-MT PRIOR RE VEV Aw VMTTEN GGNS NT DY.-A /IH TRUSS (GW—. PETALS: K7 - REFER TO I-D Y ff!Ca .QOATU0 FOR HAI— M. NSTA.LAT , AM - TEAPORARY DRAG 24 O R6 REFER TO EIJ6nEER® ORAWI G FOR rERMAKNT MA" REOIREO Z). ALL TKLI S%5 UICLLONP TRU55E5 - Vn ER VALLEY FRAMPD MIST DE GGI.PLETE-Y DEGRED CR REFER TO VALLEY TRUSS PETALS FOR ALTERNATE Rio MA" REOLRELe IT5 3)_ ALL VA.LEY5 TO CE CANENTRJNALLr FRA. ty DY DLLDEE - - NPERM LOAD DEARNG WALLS - RI2 OLRLD WALL TO v' 4• HANGER LEGEND THEN V-EWALL TO ALL Pool TR HANGERS 10 DE 5 591 R 4 14' 2' PLATE HEIGHT 24 GR USP KANr-5A61 T W24UIJ,.ES5 NOTED oT1C E. - lWl' IiINS Mail II: IIN]l,, fl•//IfII I:YI.I Ii;N,NR:I I I `i_ I MVk Y - A • 4 IMPSO UP KANT AG m - HUS26 OR TM026 HHUS26-2 OR THD28-2 m-. HHUS26- 2 OR THD2e-2 HHUS+e OR THO411 m • HGUS26- 2 OR THDH20-2 O - HGUS26- 2 OR THDH2e-2 , HGUS26-3 OR THDH2e-3 SUUR210 OR SKH210UR O- HGUS4e OR THDH46 THA422 OR MSH422 m - THAC+ 22 OR MSH4221F 11UC410 OR HD4101F Q- THJA20 OR HJC26 m 3elates to the Puss designs specific or this structure. T e truss framin Is based upon the LONTRAGTOK : STATE O E review of plans, draw ngs and specifications provided by the building design professional. MORRISON HOMES t The building design professional has final approval of the truss Iraming end/or truss . " t`/ placement plan. The design onfglha temmporary anla d permanent bracing, the diaphragm system, - Iq5 _F q_4' ('(,.HT. urai/ • m 8 P® ` des g p otessd toheIlwl nosbe limdedito, designloapdingoads from wind ndenglhhe builproding ily is D° GARA6E Q (((''' the resnsibililoftheIwildtdesinrofessional. Additional n rovaf b the buiWin i'.` _ 56ALE DATE LAYOUT ID. GRAVN By t,/s2oo2 - js - ? ,'• pitches and depths. None n/voz a 0n. RH C170t - K1) - IM1J UWb IKtF'AK.LU P-.KUM: (,UNF'tJItK 1NFUI LUAU) 5 U1Mt NbIUNJ) JUbMII ILL) by IKUJJ MFK... - TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED.BLDG, LOCATED BOT CHORD 2x6 SP #1 Dense. 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.. 1 HIP SUPPORTS 4-7-0 JACKS AT LEFT END AND 5-0-0 JACKS AT RIGHT END. r. JACKS HAVE NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 2X4111 5X8ri 6 r— T2 6 3X4 (A1) = 0-6-11 9-4-0 2X4III 7X6_ 2X4III 3X4 (Al) 1— 4-7-0 1 10-8-0 I 5-0-0 I' 20-3-0 Over 2 Supports R=1181 U=567 W=3" R=1249 U=604 W=8" PLT TYP. Wave TPI-95 Desi gn Criteria: TPI STD FL BLDG CODE QTY:l FL - 1 R Scale 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 r.Rw, fYL RHvw, TC LL 20.0 PSF REF R352' -49928 - SMYTH LUMBER GO. INSTITUTE. 587 D'ONOFR IO DRR. SURE 200, `MADI SON, WI 53719),. FOR SAFETY PRACTICESPRIORTO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED tIGR 4.'.c y TC - DL C 7.0 PSF DATE - 10/15/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— rr G N.,; yr ROOF TRUSS DIVISION F FURNISHA 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 i No. 42704- 1 BC DL 1D. QPSF DRW $LTUSR 352 OZZ$$OS 2722 SOUTH APOPKA BLvD. APOPKA, FL 32703 - 407- 299-1 522 BUILD THE TRUSSES IN CONFORMA NCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLI SHED BY THE AMER IC AN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' STATE OF ? jj :.' BC - LL D,D PSF SLT-ENG /WMR FAX: 407- 299-9153 - CONNECTORS .ARE MADE OF 20 GA,ASTM A653 f.R 40 GALV. STEEL, EXCEPT. AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON. THIS DESIGN, POSITION CONNECTORS PER. V OR TQT. LD. - c 37.0PSFcp t1 JEAN - 2896DPROFESSIONALDRAWINGS 160 " A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF.PROFESSIONAL ENGINEERING OHII\ Dlln F AC OUR A1q5 c- FROM FnDENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS MF L - ". R I'I JLC.. CERTIFICATE OFAUTHORIZATION# 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI oct 15 ' u SPACING SEE ABOVE 1-1995SECTION2, ni rcn ininiir it n"nc o n MCnICTnAK[ CIIRMTTTFII RV TRIIGC MFR L1y5Y - KLJ. TOP CHORD 2x4 SP #2 120 MPH WIND, 15.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 5X4= 6 6 14-2 0 2 X 4 III 2X4(Al ) = 2X4(A1) L<1-4-03JE1-4-Oy 0 4ri1 4 Oy 4-2-0 _I_ 4-2-0 ,I 8-4-0,Over 2 Supports R=451 U=315 W=4" R=328 U=197 W=4" PLT TYP'. Wave TPI-.95 R Design Criteria: TPI STD FL BLDG CODE OTY:l FL - 1 R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 '(HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M• er7 T C L L 2 0. 0 PSF REF R 3 5 2-- 4 9 9 2 9 INSTITUTE. 503 0 NOFRIO DR., SUITE 200. MAD ISO N. W1 537191. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. TOF CHORD SHALL HAVE 'PROPERLY ATTACHEDr'`C" j a•'IF C'• 4j.•:F T C D L 7.0. P S F DATE 1 0 / 1 5 / 0 2 S MYTH LUMBER CO. UNLESS.OTHERWISEINDICATED. STR UC 7UR AL PANELS, BOTTOM CHORD SHALL MAY A PROPERLY ATTACHED RIGID CEILING. IMPORTANT_ -FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f ND.42704 : >a BC DL. 10.0 PS.F. DRW SLTUSR352 02288033 ROOF TRUSS DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;. ANY FAILURE i0 2722 SOUTH APOPKA BLVD. APOPN:A, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH I1; OR FAORICATI8G. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN s j STATE OF ' B C L L O . O PSF S L T - E N G / WM R 407- 299-1 522 FAX: 407-299-9 153 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AN0 PAPER ASSOCIATION) AND I I. ALPINE - CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GAL . STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R pPr`' T 0 T . L D . 37 .0 P S f S E O N 28962 DRAWINGS 160 A-Z., THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p`' D U R F A C 1.2 5 FROM S D Y PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTTHORrZATION#92T8 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THEG . BUILDINDESIGNER, PEROct 15''U I SPACING 24.0" - ANSI(TPI 1-1995 SECTION 2. Z195F - R3) THIS DWG PREPARED FROM COMP.LjTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 3-0-0 JACKS WITH NO WEBS. 5X4= 5X4= 6 ri 14-2-0 2X4 III 2X4 III 2X4 (Al) = 2X4 (Al) LC1-4-0>J-<1-4-0>J OYil 4 Oy 1_ 3-0-0 _1— 2-4-0 _L 3-0-0 _I 8-4-0 Over 2 Supports R=514 U=271 W=4" R=394 U=210 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a QTY:l FL - 1 R - Scale =.375" Ft. WARNING`^ TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND M ^ T C L L 2 Q. D P S F REFF R 3 5 2-- 4 9 9 3 0BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI- .(TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, Wi 53719), FOR SAFEiY PRACTICES PRIOR i0 PERfORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORO SHALL HAVE PROPERLY ATTACHED R, ' t VG\F!C4 F T C D L 7 0 P S FSMYTHLUMBERCO. DATE 1 Q/ 1 5/ 0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•`- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISION- 2722 SOUTH APOPKA BLVD.. PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN SHIPPING, 1 No.42704 : BC DL lO.Q PSF DRW SLTUSR352 02288006 SLT-ENG /WI'IR. APO FL CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL - 0.0 PSFPKA, 32703: 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND .TPI. ALPINE , CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV. SiEEI, EXCEPT AS NOTED. APPLY CONNECTORS TO S STATE OF ' S PjAi' TOT.LD. 37.0 PSF SEQN - 28965FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p •y Q R%'0 VsI/fa,A( DUR.FAl 1 q[ U R AC FROM clS CPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 11//JrlAf v L J L CERTIFICATE OF AUTHOR[ZA,nON 59218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI O C t 15 SPACINGACING SEEE A B O V E1-1995 SECTION 2. TOP CHORD 2x4 SP #2 120 MPH WIND, 10.32 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. 5X4= 2. 5X4 = 2X4 III 6 17— 2-4-3 9-4-0 2.5X4= 2X4(A1) 2.5X4 L< 1-4 O>1 _ I_ 4-0-0 I 9-3-0 _1 13-3-0 Over 2 Supports ' 1 R=589 U=285 W=8" R=473 U=199 W=3" PLT TYP. Wave TPI-95 R Desi gn 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 ACING. REFER TO HIB-91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATEBRAlt-- INSTITUTE. 503 D'OHOFRIO DR., SUITE 200. MADISDN, WI. 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE'. TOE CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COP OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A7/y- F(,'''` V4r';F t G F N0.4"1%QAi 1 T C T C BC L L D L DL 2 D. 7 . 10.0 0 0 P S F P S F PSF R E F R 3 5 2-- 4 9 9 3 1 DATE 1 0,/ 1 5 0 2 SMYTH LUMBER CO. ROOFTRU53 IYISION DRW SLTUSR352 02288007 S L T - E N G W M R2722SOUTHAPOPKABLVD. APOPKA,FL 32703 407-299 1522 FAx: 407.299-9153 BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECJFICA710N PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER 7{ r STATE OF d` R1o..' ss/Orypt' B C TOT. L L L D . 0 . 3 7.0 0 P S F P S F S E O N 28967 D U R F A C . 1 .25 FROM S D YPROFESSIONALENGINEERING CERTIFICATE OFAUTIHORI7ATI0N#9218 DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SO,yELY FOR THECOR USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT1FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER NSSE SECTIONPARTICULAR Oct 15 IiO2 * SPACING 24.0 Z195F - R5) .b lh1J UWU FKtrAHtU FH'UM UVrlr Uj;LM INVUl kL.VAUJ Ct UIPICINJIWl13) JUDPI11ICU DI lnuaa run. TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x6 SP #1 Dense ANYWHERE IN ROOF, CAT 11, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 1 HIP SUPPORTS 2-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X6= 2X4 III 3X6 (R) III 6 1-4-3 9-4-0 2X4111 4X8= 2X4 (AT) = 2X4 III L<1-4-OY 1 2-0-0 I 11-3-0 1 13-3-0 Over 2 Support R=598 U=322 W=8" R=474 U=232 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD FIL BLDG CODE 19 a 0TY:l FL -'1 R - Scale WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO-Hi891 `(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI(TRUSS PLATE R TC LI L 20. PSF REF R352--49932 INSTI TOTE. 583D'ONO FRIO D R.. SURE 200. MADI SO N, NI 53719). FOR -SAFETY PRACTICESPRIORTO PERFORMING THESE,FUNC TIO NS. ONLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED Q FI•C F C - TL. DL 7.0 PSF - -DATE 10/15/02 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED.. 4' 6+ BC. DL - 10.0 PSF - DRW ROOFTRUSSDIVISIONANYDEVIATIONFROMTHISDESIGN; ANY FAILURE TO d NO.42704 i SLTUSR35202288008 2722 SOLITH APOPKA BwD. - PRODUCTS: INC. SHALL .NOT BE RESPONSIBLE FOR BUILD THE TRUSSES IN. CONFORMANCE WITH TP I: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND y1 7C : `* ' J ® OF CONFORMS WITH APPLICABLEPROVISIONSOFNDS (NATIONAL BC LL - 0..0 PSF SLT-ENG /WMR APOPKA,FL 32703 407-299-1522 BRACING OF TRUSSES. THIS-0ESIGN SPECIFICATION PUBLISHED By THE AMER7CAN FOREST AND PAPER ASSOCIATION) TP1. ALPINE TO STATE OF Q TOT. LD, PSF p SEVN- 2V970 FAX: 407-299- 9153 CONNECTORS ARE MADE OF 20GA ASTM A653 GRAI0 GALV. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS POSITION CONNECTORS PER 1 Sy `-:• 37. 0 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, -. DRAWINGS 160 A- Z.THE SEAL ON THIS DRAWING I NO; CAT( S ACCEPTANCE OF PROFESSIONAL ENGINEERING A•.,R10•••• aVs j A111` t DUR. FAC. 1.25 FROM SLC. - - PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSS -COMPONENT DESIGN SHOWN: THE SO I TABIL ITY AND USE OF THIS V/,N {• _ CERTIFICATE OF AIITHORI7ATION# 921. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF. THE BUILDING DESIGNER, PER Oct 15 SPACING - SEE ABOVE ANSI/TPI 1- 1995 SECTION 2. -_ 119bF - H6) IK1J UWU NKtPAKtU 1-KUM L.UMIUILK 1NFUI (LVAUJ 5 UIMLNJIUNJ) JUGM111tU MY IKUJJ PILK. TOP CHORD 2x4 SP 2 120 MPH WIND, 14.32 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 BCOL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6 6 r 5X6 A) A) 6 5 X 6 9-4-0 5X6= 5X8= 5X6= 3X6 (Al) 3X6 (A1) 1-4-0 ty 1-4-0 r 20-0-0 20-0-0 40-0-0 Over 2 Supports I R=1561 U=479 W=8" R=1561 U=479 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:12 FL 1 R Scale 1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER a A.- Tl. L L 20.0 P S F R E F R 3 5 2-- 4 9 9 3 3 TOHIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISO N, WI 53719), FOR SAFETY PRACTICES PRIOR TO F'C'}'Vj// S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS_ .UNLESS 07HERNISE INDICATED, TOP CHORD SHALL HAVE PROfERLYA77ACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. T Tl. D L 7. 0 P S F D A T E 1 O 1 5 O 2 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 lICA iNo. 42704 A[ BlC DL -. 10.0 PSF DRW SLTUSR352 02288009 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF B 1. L L 0.0 P S F S L T - E N G WM R CONNECTORS ARE MADE OF 20GA AS TM A653 GR40 GALV, STEEL, EXCEPT AS NOiEO. APPLY CONNECTORS TO 0 A Os,'. TOT . L D . 3 7.0 P S F S EON 28972 W FAx: 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 ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM S D Y RESFONSIB ILITY SOIL LY FOR THE,TR USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTTFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 15 1Q0. SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. - L195F - K/) IM1J UWU FKtFAKtU [-WJM.LUMf UItK INFUI (LUAU) U1MtNV,IVIVJ) JUbM111tU UT IKUJJ MrK. 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 I1, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP 3 BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 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 DEFLECTION MEETS L/360 LIVE AND`L/240 TOTAL LOAD: DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 5X6= 2.5X4 0_ 2.5X4 5X6S 6 r- 5X6 A) (A) V V 9-4-0 5X6= 5X10= 5X6= 3X6(A1) = 3X6(Al) 1-4-0 I. 19-0 0 _12 0-0L— 19-0-0 40-0-0 Over 2 Supports R=1561 U=481 W=8° R=1561 U=481 W=8" PLT TYP.`Wave TPI-95 R D e s i q n Criteria: TPT STD FL BLDG CODE OTY:2 FL - 1 R Scale WARNING**. TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING ANDpw- BRACING. REFER TO HIB-91 (HANOL ING INSTALLING AND BRACING). PUBLISHED BY TFI{TRUSS PLATE i'Y_j TC. LL 2. PSF REF R35Z' -49934 INSTITUTE.. SBJ D'ONOFR IO DR:, SURE 200. MAD ISON. NI 53719), .FOR SAFETYETY PRACTICES PRIOR TO p•F C•'/j/ PERFORMING THESE FUNCTIONS. UNLESS OTHERN ISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - STRUCTURAL PANELS• BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEl LING. Qpa TC DL 7.0 .PSF DATE 10/15/02 SMYTH LUMBER Co. IMPORTANT— FURNISH A COPY OF THIS DESIGN. TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED frGiN0.42704 g PSFROOFTRUSSDfVIS10N - - PRODUCTS.INC.SHALL .NOT BE RESPONSIBLE. FOR ANY DEV IATION FROM THIS.DESIGN: .ANY FAILURE TO BC DL 10.0 DRW SLTUSR352 02288010 2722 SOUTFI APOPKA BLVD. APOPKA,FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING.- HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS BESIGN AND WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AN1) PAPER ASSOCIATION) AND TPI: j1STATEOF I` A 1, BC LL O.O PSF SLT-ENGS WMR 407-299.1522 FAX:- 407-299-21 53 - -. ALPINE CONNECTORS ARE MADE OF 20GA AS7M. A653 GR40 GALV. STEEL.. EXCEPT AS NOTED. - APPLY CONNECTORS TO -- EACH FACE 0E-TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER 1`ORI`'•w TOT, LD . c' 37.0 PSF c / JEAN q A290.47 DRAWINGS 160 VI. THE'SEA L ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING At1/NAl.v DUR. FAC.. 1.25 FROM SDYPROFESSIONALENGINEERING - RESPONSIBILITY SOLELY FOR' THE TRUSS COMPONENT DES [ON SHOWN. THE SUITABILITY AND USE OF THIS -' CERTIFICATE OFAUTIA0FMZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct 15 '02 - SPACING 24.0" ANSI/TPI 1-1995 SECTION 2.: ... tL1y5F - KO) TOP CHORD 2x4 SP #2 :T1, T5 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 5X6 5 X 6 5 X 6 6 r— 6 A) (A) Ti T5 9-4-0 5X6 5X8= 2 5X4 = 5X6 3X6 (A1) _ 3X6 (A1) 1-4-0 1-4-0 17-0-0 6-0-0 I 17-0-0 I 40-0-0 Over 2 Supports I R=1561 U=483 W=8" R=1561 U=483 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 REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND. REFER TOHIB-91(HANDLING INSTALLING AND BRACT NG), PUBLISHEDBY TPI(TRUSS PLATE TC L L 20.0 PSFREF R352--49935BRACING. INST I7UTE. 583D'ONOFR]0 DR., SURE 200. MADISON. WI53719). FOR SAFETY PRACTICES PRIOR TO(t F C V/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLYATTACHED S` fc T C D L 7.0 PSF DATE 1 0 / 1 5 / 0 2 SMYTH LumBE,'R CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. f No.42704 ROOF TRUSS DIVISION IMPORTANT`". FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 22 ppY BO DL 10.0 PSF DRW SLTUSR352 02288011 2722 SOUTH APOPKA BLVD. APOO FL 32703 NOT BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC IFIC AT ON PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE 2 STATE OF ; L Pr BC LL 0.0 PSF SLT-ENG WMR 407-299.1 522 FAX: 4o7-299-91 53 CONNECTORS ARE MADE OF20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO/•'•y THIS POSITION CONNECTORS PER 0 R Q.•' V C TOT. L D . 3 7.0 PSF S E O N 29059 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON DESIGN, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING p Ai. 4 FROM S D Y PROFESSIONAL ENGINEERING RESPONSIBILITY DESIGN SHOWN. THE SUITABILITY AND USE OF THIS D U R . F A C . 1 .25 CERTIFICATE OF AUTHORIZATION #9218 S0WtY FOR THEO-TRUSS COMPONENT COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OctCt 15 02 - INGSPACING 24.0ANSI/TPI 1-1995 SECTION 2. 1Lixnr -- Ky).. Ih1J. UWb HKtPAKLU VWUM LUMP'-jAtE( 1NFUI (LUAU) U1Mt I M>) JUUM111LU by IKUJJ Mt-K. - TOP CHORD 2x4 SP 2, 120 MPH WIND, 13.07 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. 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 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 2.5X4 5X6=- 5X61o,5X6- 6 r- (A) (A) .6 9-4-040 PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE QTY:2 FL 1 R Scale=.1875" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION; HANDLING, SHIPPING, INSTALLING AND R TC LL 20.0 PSF REF R352- -49936BRACING.. REFER TO HIB-91. (HANDLING' INSTALLING AND BRACING),- PUBLISHED BY TPI -- (TRUSS PLATE INSTITUTE. 503 O'ONOFRIO DR., SUITE 200. MA IS N, NI 53719). FDR SAFETY PRACTICES PRIOR TO / •"p'[F,(, `•. c' APERFORMINGTHESEFUNCTIONS.. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED `y G 4i`.F.p TC_ DL 7.0 PSF DATE 10/15/02. SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAY A PROPERLY ATTAC HEO RIGID CEILING. IMPORTANT** FURNISH COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f No. 42704 ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETO*'; -*- S*.p BC DL 10. Q PSF DRW SLTUSR352 02288012 2722 SOUTH APOPKA BLVD.. BUILD THE TRUSSES INCONFOR MANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND S F APOPKA, FL 32703 BRACINGOf TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NpT[ONAL DESIGN - STATE OF BC LL 0.-0 .PSF S.LT-.ENG /WMR SPECIFICATION PUBLISHED BY THE. AM ER IC AN FOREST AND PAPER ASSOCIATION) ANO iPl.' ALP [NE5. - .• 407-299-1522 4ORI -. • -7 c c t, 7 CONNECTORSAREMADEOF20GAASTMA651GR40GAL-V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO y.. TOT-LD. 37.0 PSF SEON 2906/ FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UN LE S. DTHERW ISE LOCATED ON THIS DESIGN, POSITION -CONNECTORS PER. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL -ENGINEERING vv-VNal.` DUR FAC. 1.25 FROM SLC . RESPDNSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS U R R CERTIFICATEOFAUTHORRATION# 9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHE BUILDING DESIGNER, PER c ANSI/TPI 1-1995 SECTION 2. - - C t. 15 io.2 SPACING 2.4.0". TOP CHORD 2x4 SP #2 120 MPH WIND, 12.57 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X6= 2X4III 5X6= 5 X 6 5 X 6 6 r 6 9-4-0 2YA III Gvr- 'IXR= rYr= 2X4 III u7 r - KII J TOP CHORD 2x4 SP #2. BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT. LOAD. I nlJ VWU I'MCYAMCu r?Ium I.UPir,lj,_ICR. 11Xi'UI 1LVAUJ U U11'ILPIJIUPIJ) JUDI-11I ILU DI R. 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. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. i. 2. 5X4 = 5X6= yz9-4-0 5X8= 5X6= 5X8= 3X6 (A1) = 3X6 (Al) 1-4-0 1-4-0 I_ 11-0-0 _I_ 18-0-0 I_ 11-0-0 J 40-0-0 Over 2 Supports I 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 1a 0TY:2 FL - 1 R Scale=.1875" Ft. TPI INSTALLING AND BRACING) HANDLING. UBLISHED SHIPPING. wB RACINIG. E. REFER TRUSSES HANDLING INSTALEMECAREILINGFABRICATION, EHIBRECLINE PLATE M R TC LL 20.0 PSF REF R352--49938 INSTITUTE, 583 D'O NOFRIO DR., SUITE 200. MA SON.NI 53719). FOR SAFETY PRACTICES PRIOR TO T C -D L 7.0 P S F DATE 1 0 1 5 0 2 S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED 4 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V SLTUSR352ROOFTRUSSDIVISION IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.42704 B C D L 10 .0 P S F D R W 02288014 2722 SOOTH APOPKA BLVD. PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY .DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES.. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ND (NATIONAL DESIGN pB C L L 0.0 P S F S L T -.E N G / W M R APOPKA, FL 32703 407 299 1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEBy 4 STATE OF ; k FAX: 407-299-9153 CONNECTORS ARE MADE OF ASTM A653 GR40 GAL . STEEL EXCEPT AS NOTED. APPLY CONNECTORS To tems%O R O.•• w TOT . L D . 37 .0 P S F S E O N 29124 DRAWINGS 160 A- Z. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERLELYTHESEALONTHISDRAWINGINDICATESACCEPTANCEOFPROFESSIONALENGINEERINGFSroNp - D U R F A C 1 5 FROM0M S L CPROFESSIONALENGINEERINGRESPONSIBILITYSOFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS 2 CERTIFICATE OFAUTHOR2ATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER. ANSI/ TPI - - 0 C t 1 - SPACING - 24.0 " 1-1995 SECTION Z. - Ir_iy5r - rc1 I TOP CHORD 2x4 SP #2 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X8= 2 X 4 III 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. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 5X8= 2X4 T2 T3 2X4% 6 r— A) 6 5X6 3X8= 5X6= 5X6= 3X6 (A1) = 3X6 (A1) ry ry I 9-0-0 1 22-0-0 _I_ 9-0-0 _I 40-0-0 Over 2 Supports =j R=1561 U=493 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BL WARNING"" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER 10 H10-91 (HANDLING INSTALL I NGAND BRACING). PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE Z00. MAD ISO N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CID. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION "IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NATIONAL DESIGN 407- 299-1 522 SPECIFICATION PUBLISHED OY THE AMERICAN FOREST AND PAP EA ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SO LY FOR THP TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIJTPI 1-1995 SECTION 2. R= 1561 U=493 W=8" 9- 4-0 ODE 1 a 0TY:2 FL 1 R - Scale=.1875" Ft. TC LL 20.0 PSF REF R352--49939 V', tIPIC;gT:/n TC DL 7.0 PSF DATE 10/15/02 F N0.42704 BC DL 10.0 PSF DRW SLTUSR352 02288015 BC LL 0.0 PSF SLT-ENG /WMR STATE OF 6A* pP. TOT.LD. 37.0 PSF SEQN - 29132 OR1DUR. FAC. 1.25 FROM SLC OCt 15SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & OIMENSIONS) SIIRMITTFD BY TRIISS MFR Z.19b' - K13 TOP CHORD 2x6 SP #1 Dense :Tl, T5 2x4 SP #2: BOT CHORD 2x6 SP #1 Dense WEBS 2x4 SP #3 :W4 2x4 SP #2; A) 2x6 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 6 OC. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.11" DUE TO DEAD LOAD AT X = 24-5-3. 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. B) 2x8 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 6" OC. TRUSS MAY BE INSTALLED END -FOR -END 6X8= 7YR- 7YA— 6X8 (R) Ill 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT I, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. B) 2x8 #3 OR BETTER "T" BRACE. 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS @ 6" OC. TRUSS MAY BE INSTALLED END -FOR -END 6X8= 7YR- 7YA— 6X8 (R) Ill 6 r— A) B) 6 T1 W4 T5 3- 10-3 0- 4-3 1. T T 9- 4-0 3X4111 8X14= 7X10= 3X4111 4X6 ( Al) 4X6 Al 4- 0 15- 4-0 ,I I, 7-0-0 - , 26-0-0 I 7-0-0 40- 0-0 Over 3 Supports I R= 888 U=319 W=8" R=3550 U=1136 W=8" R=1729 U=588 W=8" PLT TYP. Wave TPI Design Crit: TPI-1995 STD 6.10 6w 0TY:l FL - 1 R - Scale '=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 200. P v` T C L L 2 0.0 P S F R E F R 3 5 2-- 54893 INSTITUTE. 583 D'ON OFRIO DR., SUITE MADISON, WI 53719).. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED V ' F(. 4 ov. VFT C D L 7.0 P S F DATE 1 1/ 2 1/ O 3 SMYTHLUMBERCO. STRUCTURAL PANELS: BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** NO.42704 ROOF TRUSS DIVISION - 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 BC DL 10.0 PSF DRW SLTUSR352. 03325117 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING,' SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i STATE OF .• BC LL 0.0 PSF SLT-ENG WMR 407- 299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q , O R1OV.. FAX: 407-299-9 1 53 - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL, EXCEPT AS NOTED. APPLY CONNECTORS. TO EACH FACE OF TRUSS, AND UNLESS OTH ERW1SE LOCATED ON THIS DESIGN,-P OSIT[ON CONNECTORS PER 6 sNA1.EN T 0 T . L D . 37.0 P S F S EON 34409 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25 FROM S L C CERTIFICATEOFAUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. .THE SUI TABIL.ITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 Nov 21 '03 SPACING SEE ABOVE JREF- 1S82352 ZO6 SECTION2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IIVb1 - M14 - TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.36" DUE TO LIVE LOAD AND 0.29" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 T 3X6(Al) 5X8= 2.5X4= 5X6= 2.5X4= 120 MPH WIND, 11.07 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. 5X8= ZA4111 5X6= 3x8-- 5X6= 2X4III 3X6(A1) I-4-0 I 0 L, 7-0-0 I 26-0-0 I 7-0-0 I 40-0-0 Over 2 Supports R=1561 U=495 W=8" R=1561 U=495 W=8" 0-4-3 3-11I0-3 L 9-4-0 Y PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 n QTY:1 FL 1 - - R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND IBRACNG. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTTUTE. 583 D'ONOFRIO DR., SUTE 200, MADISON, tJ1 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO 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 w vv``+ il lil ... v- %: N0.42704 T C T C BC L L D L DL 20.0 7.0 10.0 P P PSF S F S F R E F R 3 5 2-- 54894 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 1 2 1 0 3 r DRW ,SLTUSR352 03326II8 C 2722 SOUTH APOPKA BIND. APOPKA, FL 32703 407-299-1522 FAX: 407-299-9153 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 ByTHE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - 1 STATE OF O-6. j V...• I i •`y0 RIO,.•' C{r f........• BC T 0 T LL L D . 0.0 3 7 PSF 0 P S F SLT-ENG WMR S E Q N - 2 8 9 9 0 D U R F A C . 1.25 FROM S L CPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SCit ELY 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. v1,A Nov 21 {' "03 SPACING 24.0" JREF- 1S82352_Z06 THIS DWG PREPARED FROM COMPUTER INPUT .(LOADS & DIMENSIONS) SUBMITTED BY TRUSS ME Z195F - R15 TOP CHORD 2x6 SP #1 Dense :T1, T5 2x4 SP #2: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x6 SP #1 Dense :B2 2x6 SP SS: ANYWHERE.IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF; WIND BCDL=5.0 PSF. WEBS 2x4 SP #3 :W2, W10 2x4 SP #2: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.68" DUE TO LIVE LOAD AND 0.59" DUE TO DEAD LOAD AT X = 17-0-6. 5X4 (A4) 8X12- 7X6= 7X6= 2.5X4= 7X6= 8X12= 5X4 (A4) 6 r— 6 T 0-4-3 T1 0 4-2 10 3112T5 9-4-0T 2X4111 B2HS612T HS812= 3X10= = HS812= 2X4Ill 5X4 (A4) = 5X4 (A4) 1-4- 0 - 1-4-0 1— 5- 0-0 _I_ 30-0-0 I 5-0-0 I 40-0- 0 Over 2 Supports _I R=2411 U=691 W=8" R=2411 U=691 W=8" PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI71995 STD FLBC 6.10 nlru 0TY:l FL 1 - R - Scale=.1875" Ft. WARNING- TRUSSES REQUIRE EXTREME CARE IN. FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Rq - T C- L L 20.0 P S F R E F R 3 5 2 - - 54895 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 13719), FOR SAFETY PRACTICES PRIOR TO ` •, 1'F, (•+' / PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED iil3 (i '•'; T C DL 7.0 P S F DATE 1 1 / 2 1 / 0 3 S MYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • V F IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. 4'1704 ROOF TRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM -THIS DESIGN; ANY FAILURE TO* BC DL 10.0 PSF DRW SLTUSR352 03325119 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7C APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF ,rQ BC LL -0.0 PSF SLT-ENG /WMR 407-299- 1 522 - SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE -O .•IN P J t:1 _ FAX: 407- 299-91 53 CONNECTORS ARE - MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO O R% •• TOT . L D . -37.0 P S F - S E O N - 19768 EACH FACE OF TRUSS, AND UNLESS OTHERWI SE LOCATED ON THIS DESIGN; POSITION CONNECTORS PER• •"•'• ' ' PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z: THE SEAL ON. THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S/pNp,E 1 D U R F A C- 1.25 FROM S L C RESPONSIBILITY SOLELYFOR. THE -TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, Nov 21 '03 SPACING SEE ABOVE JREF- 1S82352 ZO6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. L195F - H1) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 6-1l'-8 SETBACK JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.02" DUE TO DEAD LOAD AT X = 9-6-9. 2* 12-10-4 R=2 U=196 3-9-15 9-4-0 R=3 U=180 3-9-15 1-10-10 9 10-1 Over 3 Supports I R=401 U=223 W=11.313" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:2 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 3 5 2 - - 54896BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR[0 DR., SUITE 200, MAGI SON, 'WI 53719), FOR SAFETY PRACTICES PRIOR TO•'[IFI'•, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED/-zv A Iw 4 T C D L 7.0 P S F DATE 1 1 2 1 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** F ; S NO.42704 DRW SLTUSR352 03325120,, ROOF TRUSS DIVISION FURNISH .4 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 f* BC DL 10.0 PSF 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN S STATE OF ; OA'. BC LL 0.0 PSF SLT-ENG WMR 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE P:•:V FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 OR GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 R1Q,••Q J• S NAI.EN TOT . L D. 37.0 P S F S E Q N- 29146 D U R. F A C. 1.25 FROM S L CPROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SE4,1L ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SE'LELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER N O V 21 ' 0 3 SPACING S E E ABOVE J R E F- 1 S 8 2 3 5 2_Z 0 6ANSICOMPONENT1FOR99ANSECT[OICULAR 1195F - H2) Ih1J UWU NKtf AKtU ViWfl UUMNI ILK IPIFU1 LUAU) k U1MtIVJ1UN JUbl`lII ItU tlT IKU, Plrn. TOP CHORD 2x4 SP #2 120 MPH WIND, 15,00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 - ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 4-11-8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 11-10-4 R=181 U=180 4.24 f i 2-9-15 0-4-3 9 0 i R=76 U=180 2X4 A1) L< 1-`10-10 1F 7-1-10 _I 7-0-2 Over 3 Supports R=261'U=180 W=5.657" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:2 FL - 1 R - Scale =.375" Ft.- WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND TRUSS aI,C_ TC LL 20.0 PSF 11 r1REFR352--49944. BRACING. REFER TO H1B-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI PLATE INSTITUTE. 583 D'ONOFR IO DR.. SUITE 200, MADI SON, W[ 53719), FOR SAFETY PRACTICES PRIOR 70 F`iw• PERFORMING THESE FUNCTIONS.. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 4j.'.,c TC DL 7.0 PSF DATE. 10/15/02 - SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•* FURNISH ACOPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I N0.42704 : BC DL 10.0 PSF DRW 02288020ROOFTRUSSDIVISION 272250uTH APOPKA BLVD. PRODUCTS.. INC.-SHALL NOT BE RE SFO NSI BLE FOR ANY DEVIAi ION FR OM: THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN ONFORMANCE NI TH TP 1; OR FABRICATING, HANDLING. INSTALLING AND - 2 1 SLTUSR352 APO PKA. FL 32703 0 -SHIPPING; BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF r Q"' DC LLU O. O' PJF SLT -ENG '.tMD lN17MR407-299-1522 FAX: 407-299-9 153 SPECIFICATION PUBLISHEOBY THE'AMERICAN FOREST AND PAPER A S S OC IAT IO N) AND TPI.. ALPINECONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL, EXCEPT AS NOTED.. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS .PER OR,O.•aa r TOT. LD. 37.0 PSF - c / SEON - 28996 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAAING.INDICATES ACCEPTANCE OF,PROFESSIONAL ENGINEERING r•• c DUR.FAC. 1.25 FROM SLC - PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY -FOR THE TRUSS COMPONENT DESIGN. SHOWN. .;THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHIORIZATION#9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 15. 'OL ... SPACING SEE ABOvEANSI/TPI 1-1995 SECTION 2. L1y5F HS) INiD UWU rttLrAMtU rKUM LUI"IYUILM IINrUI ILUAUJ 81 VIMtllN,IUINJ) IVLIMIIItU 15T IMUJJ PirM. TOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP.#2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 2-11-8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4.24 r— 10-10-4 R=39 U=180 0-4-3 1-9-15 9-4-0 R=18 U=180 2X4(Al) L< 1-10-10 I E 4-3_11 1 4-2-3 Over 3 Supports R=179 U=180 W=11.314" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE z OTY:1 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 INSTALLING AND BRACING). PUBLISHED BY TPI PLATE- M. T C L L 2 0. 0 P S F REF R 3 5 2-- 4 9 9 4 5HANDLING (TRUSS INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. MADISO N, WI 53719), FOR SAFETY PRACTICES FR IOR TO wTSs"N SMYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWI SEiH D I CATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL il't Tt FA- C . D L 7 . 0 PSF DATE 10/15/02 PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** ii00FTRU35DIVISION 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 F N0.42704 s pV BC DL 10.0 PSF DRW SLTUSR352 02288021 F 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS DESIGN 1 B C L L 0.0 PSF S L T - E N G WM R APOPKA, FL 32703 407-299-1522 NATIONAL CONNSPFCEC TOR SFlATI AN EONMADE PUBLISH OF 20GA TASTMMA653AGR40R CALVAH STEELEREXCEPTIATASI NOTE D NO TAP P LYACO N NELPIOECTORSTO STATE OF S P.f TOT 37.0 PSF SEON - 28998 FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER e OR10,.• LD. PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z.a THE SEALS ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1•'•• l ` D U R F A C . 1 . 2 5 FROM S L C CERTIFICATEOFAUTHORRATION#92I0 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENTANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER . - Oct 15 SPACING SEE ABOVESEPARTICULAR Ll9bh H4) IMI3 VWU rntrAHtU MUM L.UMFlkj,tK INFUI (U1HU3 a UIPIt PI3IVIV3) 3UUMIl ItU by IMu33 mr-K. JOP CHORD 2x4 SP #2 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. t< HIPJACK SUPPORTS 2-11-8 SETBACK JACKS.W/VERT OVER BEARING ONLY. 0-4-0 CANT ONE FACE, 0-4-0 CANT OPPOSITE FACE. I L< 1-10-10 .0 5 1rs3-10-0 4-2-3 Over 3 Supports R=211 U=180 W=5.688" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL - 1 - R - Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. -SHIPPING. INSTALLING AND T C L L 20 . 0 P S F R E F R 3 5 2-- 4 9 9 4 6BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). .PUBLISHED BY TPI (TRUSS PLATE R' c INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON. NI 53119). FOR SAFETY PRACTICES PRIOR TO 'TIF••wT C .D L 7.0 PSF FDATE 1 0 / 1.5 / 0 2 PERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHOR D. SHALL HAVE PROPERLY ATTACHED p x ;•x C-T•"•' - SMYTH LUMBER Co. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. p A 0 RooFTRussDlvtsloN • IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s27 j No.42704 '' BC DL 10.0 PSF DRW SLTUSR352 02288022 PRODUCTS. INC. SHALL.NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO { 2722 SOLZFH AFOPKA BLVD. - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND- AFOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i T ? * BC L L 0.0 P S F S L T - E N G / W M R - SPECIFICATION PUBLISHED BY THE hMERICAN FOREST AND PAFER ASSOCIATION) AND TPI. ALPINE s. STATE OF ao7- z9s-1522•:c< P.i'w TOT.LD. 37.0 PSF SEON - 29000 CONNECTORSAREMADEOF20GAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS TO .. R10'. FAX: 407-299-91 59 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •.,,,..•• _ PROFESSIONAL ENGINEERING DRAWINGS 160. A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t1 11', DURFAC. 1.25 FROM SLC - - RESPONSIBILITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TABI CITY AND USE OF THIS IiM CERTIFICATE OFAUTHORTZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 0 C t 15 ANSI/ TPI 1-1995 SECTION 2. SPACING SEE ABOVE kL1951- - 115) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 HIPJACK SUPPORTS 1-11-8 SETBACK JACKS WITH NO WEBS 4.24 F-- JIO-4-4 5R=l0-4-3 15R U=180 9-0 R=10 U=180 2X4 (Al) L-C 1-10-10 >'<-2-10-12 2-9-4 Over 3 Supports R=133 U=180 W=11.314" inIa unu rncrNnw rnum Lvrirul CM Tnrui LLUAUJ n u1riCllJ I Vll) Dual—, i'u o—00 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY:1 FL 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND M R _ _ T C. L L _ 20.0 P S F R E F R 3 5 2-- 4 9 9 4 7BRACING. REFER TO N1B-91 (HANDLING INSTALLING AN0 BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOFRIO DR., SUITE 200. MADISO N, NI 53719). FOR SAFETY PRACTICES PRIOR TO c PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ;'R'SIF C'4j:: F T C D L 7 .0 PSFF DATE 1 0/ 1 5/ 0 2 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. alc ROOF TRUSS DIVISION ** IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I f N0. 42704 1 BC DL 10.0 PSF DRW SLTUSR352 02288023' 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 7C 7C APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NOS BINATIONAL DESIGN S STATE OF i BC L L 0.0 P S F S L T - E N G / W M R 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) A TPI. ALPINE S. CONNECTORS ARE MADE OF 20'A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '' ` aV TOT. L D . 37.0 P S F S E 0 N - 29103 FAX: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERQ R to j(` , DRAWINGS 160 A- Z. THE SE% ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING - S NA1.l DUR. F A C 1. 2 5 FROM S L C PROFESSIONAL ENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE CF AUT" ORI7ATION #9218 ANSICOMPONENT 1FOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Oct 1 5 SPACING SEE A B O V E LIYDr - LI) IM1D UNU rMtF'AKtU FANUM LUMIUItK INPUT LUAU) UIMtNJ1UND) JUb P1111tU tlT IKU33 --K. TOP CHORD 2x4 SP #2 120 MPH WIND, 11.07 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. - 12-10-4 R=163 U=180 3-10-3 9-4-0 R=73 U=180 L<1-a-o-7-1-8 7-0-0 Over 3 Supports R=363 U=197 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:14 FL 1 R Scale 375" Ft. WARNING.. TRUSSES REOUIRE EXTREME CARE 1N FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M R T C L L 2 0.0. P S F R E F R 3 5 2-- 4 9 9 4 8 INSTITUTE, 583 D'ONOFRIO DR..SUITE 200. MAOISON. NI 53)19). FOR SAFETY. PRACTICES PRIOR TO SMYTH LUMBER CO. PERFORMING TNESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. p (tIfIC.4 A C`)4' T C D L - 7.O P S F DATE 1 0/ 1 5/ 0 2 ROOF TRUSS DIVISION. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t8i d NO'42704 BC DL. 10.0 PSF DRW SLTUSR352 02288024 2722 SOl17H APOPKA BLvD. PRODUCTS. INC-. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i BC L L 0.0 P S F S L T - E N G / W M RAPOPKA, FL 32703 407-299.1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED, APPLY CONNECTORS TO STATE OF ;tom 5, P, ( V TOT . L D 3 7.0 P S F S E O N 29004FAx: 407-299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Q R 10 , nn'.,, R.I. PROFESSIONAL ENGINEERING DRAWINGS 160 A, Z.- THE SEAL. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING tA j} v D U RU /i 1. F A C,. 1,. 2 CJ f FROMOM S CJL1. CERTIFICATE OF AUTHORIZATION #9216 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 - Oct 1 5 SPACING 2 4. 0" 1-1995 SECTION 2. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 11-10-4 R=108 U=180 2-10-3 9-4-0 R=48 U=180 I r113 VVIU rmLrAHtU rKun l.umvui tK IPiFui (LUAU3 a U1 rIC i131u113) 3U01-11 I1ru DI 1Ru33 rir R. 120 MPH WIND, 10.57 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<1-4-0111 5-1-8 5-0-0 Over 3 Supports R=295 U=181 W=8" PLT TYP. Wave TPI-9.5 R Design Criteria: TPI STD FL BLDG CODE OTY:7 FL 1 R Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INS7 ALL ING AXD BRACING). PUBLISHED BY TPI (TRUSS PLATE M R w TA/-y T C L L - 2 0. 0 P S F R E f R 3 5 2-- 4 9 9 4 9 INSTITUTE, 583 D'ONOFRfO DR., SUITE 200. MAD IS N, NI 53719), FOR SAFETY PRACTICES PRIOR TO V SmYTH LUMBER CO, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Cf- x ' G •; T C D L 7.0 P S F DATE 1 0 1 5 0 2 IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED d7 No. 4 2704 : gg ROOF TRUSS DIVISION PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 •.1. BC DL 10.0 PSF DRW SLTUSR352 02288025 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE•S,j STATE OF ; BC L L 0.0 P S F S L T - E N G / W M R 407-299.1 522 FAX: 407-299-9 153 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTE). APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER y4/ _R Q,' t1 a"• P_ TOT . L D . 37.0 P S F S E 0 N 29006 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEA[ ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THIS p ML D U R . F A C . 1.25 FROM cS L C CERTIFICATE OF AUTHORRATION #921- COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER O t 1 5 X' 02 T SPACING 24.0ANSI/TPI 1-1995 SECTION 2. kLljDr - E kl—' ra u, ILI" 1111 TOP CHORD 2x4 SP #3 120 MPH WIND, 10..07 FT.MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED SOT CHORD 2x4 SP #3 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. t. 6 f 10-10-4 R=47 U=180 1-10-3 9-4-0 2X4 (Al R=23 U=180 L<1-4-011. 3-1-8—t!. 3-0-0 Over R=234 U=180 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a 0TY`.3 FL 1 R - Scale =.375 Ft. WARNING** -TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE R T C. L L 2 0.0 P S F R E F R 3 5 2 -- 4 9 9 5 0 INSTITUTE , 583 D'ONOfR70 DR., SUITE 200, HADISO N. WI 53719), FOR SAFETY PRACTICES PRIOR 70 1/ A F(,''• 1 S MYTH LUMBER CO. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. t; VVV, Gy %•. Tl D L 7.0 P S F DATE 0 / 1 5 / 0 2 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ACTOR. ALPINE ENGINEERED t N0. 42704, BC DL 10.0 PSF DRW SLTUSR352 02288026ii00FTRUSSDIVISIONPRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANYFAILURE TO 272250UTH APOPKABLVD. APOPN FL 32703 BU1L0 THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALL NG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Q : STATE OF BC L L 0.0 P S F S L T E N G / W M R A, d07-2931 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Ct O - T 0 T L D . - 37.0 P S F S E O N -: 29105 - FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 AZ. THE ON THIS DRAWI NC. INDICATES ACCEFTA NCE OF PROFESSIONAL ENGINEERING pp'• vp' •••• U R F A C 1.25 FROM S L CPROFESSIONALENGINEERING SEAL RESPO NSIB I LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU I TAB ILIT Y AND USE OF THIS NA1. D . CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FDR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - Octt 1 5 - SPACING 24.0 " ANSI/TPI 1-1995 SECTION 2.. - kciy r - t4) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 II I1 r-U 1 n i irui cm iiir ui kl.V-n.+• vu . v.s in n. 120 MPH WIND, 10.18 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. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN IJ UW1• NKLFAKt U:-r{CUM UUMY.VI. CK 1NVUI (LUAU) & UIMtNJIUNJ) JUISMII ItU t5T IKUJJ PIr K. 120 MPH WIND, 10.57 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 4-011-1- 5-1-8 tll 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 a QTY-: FL 1 R - Scale =.375" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TRUSS M T C L L 2 0. 0 P S F R E F R 3 5 2-- 4 9 9 5 2BRACING. REFER TO HIB -91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI PLATE INSTITUTE, SBJ D'ONOFRIO DR., SUITE Z00, MADISON. WI 53719), FOR SAFEiY PRACTICES PRIOR TO ryw t'FI • 'I S MYTH LUMBER CO. F ERFORMING THESE FUNCTIONS. UNLESS OTHERNI SE'INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C,q: F r(A F T C D L 7.0 P S F DATE 1 0 / 1 5 / 0 2 _ ROOF TRUSSDIYISION IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED F NO.42704 R BC DL 10.0 PSF DRW SLTUSR352 02288026 2722 SOUTH APOPKA BLVD. - PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURETO BUILD THE TRUSSES IN CONFORMANCE HANDLING, SHIPPING, INSTALLING ANDWITHTPI: OR FABRICATING. BRACING OF TRUSSES. - TH [S DESIGN CONF OA MS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i r BC L L 0.0 P S F S L T - E N G W M RAPOPKA, FL 32703 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND 7F1. ALPINE CONNECTORS ARE MADE OF20GA ASTM A657 C, R40 GAL V. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO STATE`OF A S `fO TOT. L D.- 37 . 0 PSF S E Q N 29014 FAx: 407.29991 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER - Rip•,.• en ........ PROFESSIONAL ENGINEERING DRAXINGS 160 A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Vi7 11\ D U R F A C . 1 .2 5 FROM S L C CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT BESIGN SHOWN. THE SU I TABI L ITY AND USE OF. THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I` Oct 15 - SPACING 24.0" ANSI/TPI 1-1995 SECTION-2_ L 1`1 :)r - E,C) In1J unu-rn--Lu rRul'I lvriruitm 1IYrui ILUNUd a U1I"-1dl—j u — un. TOP CHORD 2x4 SP #3 120 MPH WIND, 10.07 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6 }10 10-4 R=47 U=180 1-10-3 9-4_0 R 23 U_ 180 2X4(A1) L<1-4-011- 3-1-8-=N 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 fi 1. QTY:7 FL - 1 R Scale =.375" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M % T C L L 20 .0 P S F R E F R 3 5 2-- 4 9 9 5 3HANDLING INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD ISO N.W1 53719), FOR SAFETY PRIOR TO a F C'• V SMYTH LUMBER Co. LL H AV CPRACTICES STRUCTURAL PANELS,130TTOMSCHORDUNLESSSHALLHHAVESA PROPERLYOATTACHEDORIGIDACEILING, PROPERLY ATTACHED a EL 4T T C D L 7.0 P S F DATE 1 0/ 1 5/ 0 Z RooFTRussDlvESION IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 23p f N0.42704 j e BC DL 1Q.0 PSF DRW SLTUSR352 02268029 BLVD. PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 1 1 1 2722 SOUTH APOPKA BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FAOR ICAT ING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS CONFORMS WITH APPLICABLE PROVISIONS OF NOS OESICN t r^ BC L L 0.0 P S F S L T - E N G / WM RAPOPKA, FL 32703 40407-29 DESIGN (NATIONAL SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINEt CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF S O R`0 •w T 0 T L D 37.0 P S F S E Q N 29109 91FAX: 407-299 9153 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERK•'•. DRAWINGS 160 A- Z.'THE SEA! ON THIS DRAWING INDICATES ,ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R F A C 1.25 FROM S L CPROFESSIONALENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUf TAB ILI TY AND USE OF THIS Y Y CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FORANBUILDING IS THE RESPONSIBILITY ICOFTHE BUILDING DESIGNER, PER 0 C t 15 S P A C I N G 24.0 ANSIT SECTIONULAR LlySr l3) IM1S UWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 120 MPH WIND, 9.57 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 9-10-4 0-10-3R= U=180 9-4-0 R=- U=180 2X4 (Al) L<1-4-0>J,' 1-0-0 Ove upports R=247 U=275 W=8" PLT TYP. Wave TPI-95 R Des gn Criteria: TPI STD FL BLDG CODE 0TY:13 FL 1 - R Scale WARNINGS" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND ' T C L L .2 0.0 P S F R E F R 3 5 2-- 4 9 9 5 4BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ' tIFIC4FINSTITUTE. 583 D'ONOFR TO DR.. SUITE 2DO. MADI$DN. NI 63719). FOR SAFETY PRACTICES PRIOR TO - 6 J PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HA4E PROPERLY ATTACHED J < T C D L 7.0 P S F DATE 1 0 / 1 5 / 0 2SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CEILING. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED to. 42704 tn4ROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY-. FAILURE TO '* - y BC DL 10.0 PSF DRW SLTUSR352 02288030 2722 SOUTH APOPKA BLVD. - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. -INSTALLING AND STATE OFAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC L L 0.0 P S F S L T E N G / W M R A07-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE i o ''J CONNECTORS ARE MADE OF 20GA.ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '.. „ T 0 T . L D . - 37.0 P S F S E O N - 2 9 1 1 2FAX: 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 ACCEPTANCE OF PROFESSIONAL ENGINEERINGss NA D U R. F A C . 1.25 F R 0 M S L CRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN, THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTFIORIZATION S9218 COMPONENT FOR ANY PARTICULAR 13UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - ANSI/TPI 1-1995 SECTION 2. - - -. 00: 15. .'02 SPACING 24.0"._ - L115F 4) nij unu rn— —u i i —irui[n inrvi kLVAU a vinu.aivna TOP CHORD BOT CHORD 2x4 2x4 SP #3 SP #3 120 MPH WIND, 10.54 FT MEAN HGT, ANYWHERE IN ROOF, CAT IL, EXP B, ASCE 7-98, CLOSED BLDG, LOCATED WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. LlyJr - l,0/ - ini3 unu Kmtr AKtU lAKU19 LurirNI tM Inrui LLU8U3 a U1 riuN3w IN?I OUDI-11I ILU of 1 TOP CHORD 2x4 SP #3 120 MPH WIND, 14.40 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP #3 ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. e 0 6 r 14-8-4 0-10-3R=- 7 U=180 14-2-0 R=- U=180 2X4 (A1) L< 1-4-0-0-4-0-9-8 1- 0-0 Over Supports R= 320 U=410 W=4" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE a OTY:1 FL - 1 R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. -HANDLING. SHIPPING. INSTALLING AND PLATE T c L L 2 0. 0 P S F R E F R 3 5 2-- 4 9 9 56 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MAD: SON, WI 53719). FOR SAFETY PRACTICES PRIOR TO•IFI 7/y C'f• DATE PERFORMINGTHESEFUNCTIONS. UNLESS OTHER NISE 1NDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED a tKK 'T Al. yy T C D L - 7.0 P S F 1 0 1 5 O 2 SMYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fffG ( .0 y ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i No. 42704 3 a BC DL 10.0 PSF DRW SLTUSR352 02288032 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 - 407- 299-1 522 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING. OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS-0F NOS (NATIONAL DESIGN SPECIFICATIONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPT. ALPINE S STAT% E OF Cam P.• Ly VVVV `,•_ BC LL 0.0 PSF 37 0 P S F SLT- ENG /WMR S E O N -. 29116 FAx: 407-299-91 53 - CONNECTORS ARE MADE OF 20GA ASTM A613 GR40 GAL,. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING a R Q n Q•/ x u" IVNM TOT . L D-. F R O M S L C A PROFESSIONALENGINEERINGSUITABILITYANOUSEOFTHISDUR . F A C . 1 . 2 5 CERTIFICATE.OF Au-rHOREZATION $9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW H. THE COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct t 15 SPACING 2 4. 0" ANSI/TPI1.1995 SECTION z. ASCE 7-98: 120' MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I 1.00, EXPOSURE C ram+ 2X4 - BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1)-1X4 "L" BRACE • 1) 2X4 "L" BRACE • 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B CROUP A GROUP H 1 #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 100" 10' O" 13' 1" 13' 1" H F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' O" 10' 0" 13' 1" 13' 1" s 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' 11" 11' 10" 13' 1" 14' 0" z 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" r- 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" d 7 DFLSTUD 3' 6" 4' 11" 4' 11. 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" J STANDARD 3' 4" 4' 3" 4' 3" 5' 6" 5' 8" 7' 7" 7' 7" B' 9" 8' 9" 11' 11" 11' 11" ti 1. 2 3' 11" 6' 9" 6' 11" B' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" NN P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9 6' 12' 3" 12' 3" 14' 0" 14' 0" µ LT 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 1 1 STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14', 0" 14' 0" I> 1 4' 3" 6' 9" 7' 3" 8' 0" 6' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" SPc 2 4 2" 6' 9" 7 3" B' O' 8' 7„ 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' O" W CD 3 4' 0" 6' 2" 6 2" e' O" e' 1" 9' 6" 10' O" 12' 6" 12' 7" 14' O" 14' 0" D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13 10" 14' 0" 14' 0" IA' O " SPF34' 2" 6'.11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13 10' 13' 10" 14' 0" 14' 0" H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 6' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" x 1 4' B" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13 10" 14' 0" 14' 0" 14' 0" P 2 4 7' 7' S' 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" D F L 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" 1 8' 0" 8' 0" 1 10' 6" 10' 9" 12' 5" 12' 5" 14' O" 14' 0" DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE - DOUBLED WHEN DIAGONAL BRACE IS USED.. CONNECT. DIAGONAL BRACE FOR 670# AT EACH END. MAX WEB TOTAL LENGTH IS VERTICAL LENGTH SHOWN IN TABLE ABOVE. SYMM BRACE 2X4 SP OR DF-L #2, T ORBETTERDIAGONALBRACE: SINGLE OR DOUBLE CUT L 1 AS SHOWN) AT UPPER END. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE - PINE -FIR - HEM -FIR 1 2 ISTANDARD2 1 STUD 3 STUD #3 1 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 3 STUD STUD STANDARD STANDARD GROUP B: REM - FIR i k BTR 1 SOUTHERN PIE DOUGLAS FIR -LARCH z 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). CABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' - 0" OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH IOd NAILS. 2X4 y2N OR BETTER _ * 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 80% OF WEB MEMBER LENGTH. - GABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN I1' 8" 2X4 GREATER THAN I1' 6" 2.SX4 CONNECT DIAGONALAT T , \\\\,.A,M. JJ MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE FOR M`(1 (V LLL VERWWWLLL WARNINGw- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI CTRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, NO. A O A V 'Y '+ SMYTHLUMBER C O. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS E -- -- . 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI' OR FABRICATING, Z OF APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - STATE 4 407- 299- 1522 FAx: 407-299- 91.53 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA, ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE ON i O/ ••••.<0 R. I p•P•C i PROFESSIONAL ENGINEERING LOCATED THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A- Z.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL(s•'•••••••' ENGINEERING RESPONSIBILITY SOLELYCOMPONENTTHE' AA [(' N 7e SUITABILITY UITYANDUSEOFTHIOMPONENTORNYPR IILARBUILDINGITHEIONS CERTIFICATEOFAUTHCRUATION#921OTHE-BUILDING , I SECTION REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. y THIS DRAWING REPLACES DRAWING A10030E TOT. LD. 60 PSF REF ASCE7-98-GAB12030 DATE 09/10/01 DRWG A12030ECO901 ENG MAX. SPACING 24.0" A A T _N T T-T T N = T A T T ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0:131" X 3": - TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRL;TE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD.. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699. A09015ENO699, A08015EN0699, A07015EN0699 A11030EN0699, A10030ENO699, A09030EN0699, A08030EN0699. A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015EC0901, A10015ECO901, A08515ECO901 A1303OECO901, A12030ECO901, A11030ECO901, A10030ECO901. A013530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, SIOOISEN0699, S09015EN0699, SOBO15EN0699, S07015EN0699 S11030EN0699, S1003DEN0699. S09030EN0699, S08030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 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 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYT'H LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPOPKA, 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 Fix: 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 #921 B! SUITABILITY AND USFC OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1FI qGAR No. 412704 R STATE OF gyp'•. 4i rr i.%_ • O.R. ZX6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM 1" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED AND MRH T" REINF. MDR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 IO 7. 10 7. 2x6 40 7 50 7. 110 MPH 30 FT 2x4 10 7. 10 7 2x6 50 7 50 7. 100 MPH 15 FT 2x4 10 7 10 7 2x6 30 7. 50 7. 100 MPH 30 FT 2x4 10 7. 10 7. 2x6 40 7 40 7 90 MPH 15 FT 2x4 20 7. 10 7. 2x6 20 7. 40 7. 90 MPH 30 FT 2x4 10 7 IO 7. 2x6 30 7. 50 7. BO MPH 15 FT 2x4 10 7 20 7 2x6 10 7. 30 7. 80 MPH 30 FT 2x4 20 7 10 9% 2x6 20 7. 40 7. 70 MPH 15 FT 2x4 0 7. 20 Z 2x6 0 7 20 7 70 MPH 30 FT 2x4 10 7 20 7 2x6 10 7. 30 7. EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP p3 T" -REINFORCING MEMBER SIZE = -2X4 T" BRACE INCREASE (FROM ABOVE) = 107 = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" LACES DRAWINGS GAB98117 876.719 & HC26294035 yam REF LET -IN VERT DATE 10/24/01 z DRWG GBLLETIN1001 ENG DLJ/KAR TOT. LD. 60 PSF 1R. FAC. ANY ` MAX SPACING .24.0" VALLEY 1'K U S 3 DETAlL" E TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "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). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH:. MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED FOR TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: 120 MPH WIND, ASCE 7-98, CAT Li, EXP. B, ENCLOSED BLDG., PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS. 15 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. INSTALLATION OR OR 2) SIMPSON H2.5 OR CONNECTION FOR 500# UPLIFT FOR PURLINS AT 24" OC 120 MPH WIND, ASCE 7-98, CAT U, EXP. B, ENCLOSED BLDG., OR 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, 12 12 iv1AX. yY2X4 WZX4 W2X4 8-0-0 MAX--- LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0": BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. D CUT SQUARE CUT vl CHORD BOTTOM CHORD TOE —NAILED VALLEY W2X4 OPTIONAL STUB END DETAIL W4X4 OPTIONAL HIP - JOINT DETAIL 0 R S E T 2 " 101 5X4/SPLlAll W( MAX SPACING) I'IyY1X3\ W2X4 oIW1X3 COMMON IRUSSES PARTIAL FRAMING 120-0-0 MAX (++) ,\1 IIlllll+Illln AT 24" OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING qN/////i, p\\\\\\\P •„; THIS DRAWING REPLACES DRAWING AI05 e WARNINGw- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED V-%,•• G TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE'INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMI:NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 2O 15 PSF DATETOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. NO. 42704 C O6/2,rj/99 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPISEROOFTRU55DIVISIONENGINEEREDPRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = 1 9C DL 10 10 10 PSF DRWG VALTRUS.S0699 ENG MLH/I(AR2722SOUTHAPOPKABLVO. DESIGN; ANY FAILURE _TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRCATING = A - C LL. 0 0 OPSFHANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH- ArOPKA, FL % 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299 1522. - AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS MADE OF-20GAS O •. STATE OF iA •,. OT. LD. 60 57 PSF55ARE ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAX: 407-299-9153 'TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O 0 O 1O.P,•••; i ^ •, (1 DUR.FAC. 1.25/1.33 1.15 1.15PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AtIrHORIiATtON M9210 RESPONSIIBILITYANDUSEOI DESIGNER,PONENTOPER ANYTICULAR BUILDING C` \. THEFBUILDINGTHIS ANSITPI 1-1995 SECCTION12.THE//. SPACING 24' L CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6.OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING' DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH IX4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS ll'-2". RAFTER FOR IX4 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) (A) 3) 16d BOX NAILS C) ( B) 0" TYPJI ,(B') L (2) 16d BOX NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONSZ(3) 16d BOX NAILS; TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WT. 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. ALPINEROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPI(A, FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: d07-299-9153 ASTM A653 GR40 OALV. 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 #92 10 SUITABILITY AND USE OF THIS C014PONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 3) 16d BOX NAILS, TOE -NAILED L•V1V11Y1V1`I 1ltVJJL.J ei1 4'f Vl, 3) 16d BOX 2) 16d BOX NAILS, NAILS, TOE -NAILED TOE -NAILED RATED ( D) ) SHEATHING C) 3) 16d BOX GIRDER NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING THIS DRAWING REPLACES DRAWING V105—CONV iC LL 30 30 40PSF REF CONV. VALLEY DATE 06/25/99FADL20157PSF G '•, BC %)L 10 10 10 PSF DRWG VALCONVF0699 t No. 42704 j J# L 0 0 0 PSF FENGMLH/KAR TOT._=LD. 60 55 57 PSF STATE OF L25/1.33 1.151.15 c( `O P''j v CING SEE ABOVE TOP CHORD 2X4 y2 OR BETTER PIGGYBACK DETAILBOTCHORD2X4 /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 1S 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 11, 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. A F. F EITHER PLATE LOCATION IS ACCEPTABLE, - I. Mi SIZE OF 2X12 OR BETTER Em AEE B OPTIONAL B /(• B Y CSPLICE (/r:L D B D—SPLICE C B C 2 CTYP. B B— C B C C C C JOINT SPANS UP TO TYPE 30' 34` 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION. WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING Ix4 "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 IYEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. O O o 0 0 0 °° 2 0 0 0 0 , O O °° ° °°° ° L o o- o 1 8 1/4" ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. '(s;;T1'i111i1' VNI941 G REPLACES DRAWINGS 634,016 634,017 & 847,045 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRAC NG), PUBLISHED BY.TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR SAFETY PRACTICES PRIOR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL -PANELS AND BOTTOM CHORD SHALL Qa `p -{ *, y dry`' 1 F C e J V - MAX- LOADING - i 55 PSF AT _ REF PIGGYBACK DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.•• 1.33 DUR. FAG. ROOF TRU55 DIVISIDN IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS - BUILD 1 : DRWG PIGBACKBO699 ENG DLJ/KAR2722SOUTHAPOPKABLVD. DESIGN) ANY FAILURE TO THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING HAN LING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH A ;- NQ. 42704 50 PSF AT APOPKA. FL 32703 APPLICABLE PROVISIONS. OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 2 5 D UR.. FAG•.: 407 2931522 FAX: 407-299-9153 - AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS STATE OF r 47 PSF ATOTHERWISELOCATEDONTHISDESIGN,. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS PROFESSIONAL ENGINEERING DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i g ' 1.1 5 D U R. FAG. CERTIFICATE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 0•. •• OF AUTHORIZATION#9210 RE SPON$IBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. O 1Q ACING 24.0" 1Hfu111111r1(g1 1_ 1 BOTTOM CHORD F'ILLERDETAIL 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 REQUIRE 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 1 7 1 7 6 4++ MAX+ 3X8 043X12TRULOX** MAX 4 LOX 2X8 WEDGE 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TRI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL SMYTH LUMBER CO, HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAx: 407.299I9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION #921a SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE IRESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. I;; 11i1111u1Ir11/gj DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 i/ TC LL — PSF REF BC FILLER VFIC' q DL — PSF DATE 06/25/99 G %..••. B DL 10.0 PSF DRWG BCFILLER0699 NO. 42704 CALL — PSF -ENG DLJ/KAR TO' g LD. — PSF A STATE OF FAC. 1.0/1.15/1.25/1.33 F4 ( l RIo_'.eACING 24.0" JS STEPDOWN '. CORDER SET TOP CHORD 2X4 SO. PINE #2 N. SEE TABLE BELOW FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 2 N 1-09-00 2-05-11 1 #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 TO 12 # 6.00- lV2X4 1 3 - 5 7 _ R=463a, W=3.50 END AND CORNER JACKS 5' CORNER SET SETBACK 3' 7' 0" 0 1' 2 HIP OR COMMON TRUSS 1 HIP TRUSS J5 J3 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. TO4.24 I I W2X5 W3X4 OR SIMPSON 3/4- II— THJA26 I 9-10=13 OVER 2 SUPPORTS. R=652# W=3.50' 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, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLCASMYTHLUMBERCO. HAVEPROPERLY ATTACHED RIGID CEILING. IMPORTANT • FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC..SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTN APOPKA BLVo.. DES IGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, -' APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMER CAN FpREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299,9153 - ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORSPER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION H9216 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK I ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT.LD. 50 MAX PSF DUR.FAC. 1.25 THIS DRAWING REPLACES U1'•"" lup/ DRAWING HC11795029 a-`p •,,,,;,, // C LL 30 MAX PSF REF 7' STBK CS 3.'IFJCgTF G DL 15 MAX PSF DATE 06/25/99 F '•, BC'_ DL 10 PSF DRWG CS7SBK3A0699 NO.42704 It IL 0 PSF ENG SJP/KAR C OT= LD. 55 MAX PSF STATE OF FAC. 1. 33 O '•., - Q P' • ACING SEE ABOVE sioNA ....,. q/// rlllllnoar•^,.,(( t/t L U CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. - WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X6 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 60% OF WEB MEMBER LENGTH T-BRACE L-BRACE 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 THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, WE. 53719) FOR t // tIF C •• F TC LL PSF REF CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V @` ,•{q j.•, Q L•, DL, PSF S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING v"•j Bls DL PSF DRWGxIMPORTANTRR- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEDUCTSALLDTRUSSESTBEAROOFTRUSSDIVISIONENGINEREONFROMTHISNYIORBRCLBSUB0699 ENG MLH/KAR DESIGN; ANY FAILURE TONBUILD THE WITH 2722 SOUTH APOPKA BLVD. INOCONFOR CNSIBLE ONFORMANCETPI) FABRICATING, NO.42704 •. C=LL PSF HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABAMERICANL FOREOST PROVISIONS PAPERASSOCIAITOI N) ANDI TPI• ALPIINIE CONNNECTORSS ARE MADEH OF 20GA T0'9 LD. PSF 407-299-1522 407-99ASTMA653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i FAC. PROFESSIONAL ENGINEERING 'ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i D. c_- CERnFlCATEOFAUTHORMATIONN921e:SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 0o'Q ' •• FACING OF THEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. i fl O N A 1. Lumypr•trnulri(1 A J kVLVVK La/1ULt) . TOP CHORD 4x2 SP #3 BUT CHORD 4x2 SP #3 WEBS 4x2 SP #3 JACK STUDS FOR HEAVY CONC. LOAD BY BUILDER). QUANTITY DETERMINED BY OTHERS. WALL PLATE 3/4" DECKING INSERT JACK STUDS BY BUILDER). QUANTITY OF JACK STUDS TO MATCH WALL JACK STUDS ABOVE,HIN. W2.5X4 = 1-0-8 JACK STUD DETAIL WALL STUDS NOT SHOWN - FOR CLARITY PURPOSES) DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES IHIJ UWb PHtF'AHtU..FMUf' LUPTF'U.ItH INPUT {LUAU.) 9 UINt1Y.)1UIY.)) .)UUPIl I ICU UI IRUJJ nrn. - TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DESIGN CRITERIA 1 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-10D GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' NO DIAGONALS 12' < TRUSS SPAN < or = TO 20': ONE DIAGONAL 20' < TRUSS SPAN < or = TO 30': TWO DIAGONALS 30' < TRUSS SPAN THREE DIAGONALS ONE EACH END AND CENTER) 4: 16" OC VERTICALS, TYPICAL: 5. FLOOR GABLE DESIGN TAKES INTO ACCOUNT COMPOSITE ACTION FROM A 2X4 WALL BOTTOM PLATE, 3/4" FLOOR DECKING AND RATED SHEATHING APPLIED TO OUTSIDE FACE. WALL BOTTOM PLATE., FLOOR DECKING, SHEATHING AND ALL CONNECTIONS TO TRUSS TOP CHORD TO BE DESIGNED BY OTHERS.: W= W2.5X4 = T 1- 0-8 1-4-0 L' Wz. 5A4 = W=W2.5X4 = BOTTOM CHORD MAY BE NOTCHED AROUND PRE -CAST ANCHORS BOLTS. ANCHOR BOLT SIZE AND SPACING OF BOLTS TO BE FURNISHED BY OTHERS. VERTICAL WEBS AND CONNECTOR PLATES NOT TO BE DAMAGED OR CUT IN ANY WAY. E Continuous Support - Note: All Plates .Are W2X4 Except As Shown. R •"'''•,, PLTTYP. Wave TPI-95 R Design Criteria: TPI STD ti FL 1 R Scale =.375" Ft. WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANT O f L L -- 40 P S F R E F R 3 5 2-- 1 5 3 7 Z GRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 587 D'ONOFRIO DR.. SUITE 200, HADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED v - T CCD L 0 10 . 0 P S F S MYTHLUMBERCO. DATE 0 7 / 1 5 / 0 2 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. N o 4 2 7 0 4 D.RW SLTUSR352 02195003 ROOF TRUSSDIVISION. IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE .0 NGINEERED = 1CL 5.0 PSF 2722 SOUTH APOPKA BLVD. PROOUCTS. 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. INST ALL111G AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE Di B C L 0 P S F S L T - E N G / W M R APOPKA. FL32703PROVISIONSOFNOS (NATIONAL DESIGN SPECIFICATION PUBL TSHEO BY THE AHER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE O F 0 S E 0 N - - 11184 407-299• i 522 FAX: CONNECTORS ARE MADE OF 20GA ASTN A65J GR AO GALY. STEEL. EXCEPT A5 NOTED. APPLY COHNCCTOR S-TO L D . 5 5.0 'P S F 407-299-9 1 53 PROFESSIONAL ENGINEERING EACH FACE OF TRUSS; AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS IGO A- Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i /C/ P i O/ ••••,` O. R I O " •••• j F A C 1 FROM CERTIFICATE RE SPONS IS ILITY SOLELY FOR THE TRUSS C0HPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 7H15 F. •. ,. C'` vs/O• ••„\\\ RJR . . 00 OF AUTHORIZATION 49216 AN51/7P17iFOOR ANYBUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER NSE PARTICULAR. q/Ill 111 llll{{11 SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE l: WEB TRULOX PLATE CONNECTION WEB TRULOX PLATE CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND/OR CONCENTRATED LOADS AT RANDOM OR O.C. SPACINGS. TRULOX PLATE APPLIED TO BOTH FACES AT LOCATION OF CONCENTRATED LOADS OR N OR SNEARMIDSPANFORTRUSSES WITH ONLY UNIFORM LOAD. 4X6 TRULOX FOR P = 2900# MAX. 6X6 TRULOX FOR P = 4400# MAX. 3/4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. ATTACH WITH (S) 8D COMMON (0.131 x 2 1/2") NAILS IN EACH VERTICAL WEB. FIGURE 2: CHORD TRULOX PLATE CONNECTION CHORD TRULOX PLATES CONNECTION MAY BE USED WHEN TRUSS IS LOADED WITH UNIFORM LOAD AND CONCENTRATED LOADS SPACED AT 24" O.C. OR LESS. 2' 6" MAX- — TYPICAL SPACING 2) 3X8 TRULOX PLATES TO BE BENT AND APPLIED AS SHOWN. PLATES TO BE POSITIONED APPROXIMATELY 1/4" APART SPACED AT 2' 6" MAXIMUM O.C. BETWEEN PAIRS. SYSTEM 42 CONNECTION NOTES: N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL. REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, PLATES AND OTHER INFORMATION NOT SHOWN HERE. 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON 0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF THESE 6 FIGURES SHALL BE USED FOR EACH 2-PLY SYSTEM 42 TRUSS- - CROSS SECTION DETAIL 1.5".E 1)Iau ny l-.riul-, FIGURE 5: SINGLE SHEAR .BLOCK CONNECTION AT CONCENTRATED LOAD C( 3ROSS SECTION DETAIL 1 I 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON I` ( 0.148" x 3") NAILS. OPTIONAL TIE PLATE ON NARROW FACE OR 10d COMMON 0. 148" x 3") NAIL IN WIDE FACE. CROSS SECTION DETAIL 7" LONG BLOCK SIZE MAX LOAD P 1) 2x6 1500# 1) 2x8 2000# 2) 2x6 3000# 2) 2x8 3506# 3 2 2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"X1.375" NAILS TO 1.5" SIDE FIGURE. 6: DOUBLE SHEAR OF MEMBER 1 SYSTEM 42 CHORDS AS SHOWN THEN BEND 90• AND ATTACH BLOCKS CONNECTION AT TO3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION BY 4". SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION 9. 0" CONCENTRATED LOAD FOR DOUBLE STACKED CHORDS MUST BE APPLIED TO THIS FACE. USE ( 2) 3X10 TRULOX PLATES. WARNINGx- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING.. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INS TITUTE, 583 D'ONGFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY . PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, S MYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a x 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. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, APoPKA, FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS- OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY -THE 407- 299-1522 AMERICA44 FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407.299-9153 ASTM. A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION, CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CERTIFICATE OF AUTHORIZATION N921B SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. S NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 5. 5" SUPPORTING THE CONCENTRATED LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. BEND NAIL PLATE OVER THE TOP CHORD OF THE SECOND PLY AND NAIL AS SPECIFIE 6X18 TRULOX PLATE BENT AS SHOWN. T lA% ., CC•,. Ct No. 42704 BB C To STATE OF 0-13 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) IOd COMMON (0.148" x 3") NAILS ES DRAWINGS 1.070.978 798517 T620,124 & T615.489 LL PSF REF SY42 CONNECTION DL PSF DATE 06/25/99 PL PSF DRWG CNSY42PLO699 IL PSF ENG MLH/KAR 9 LD. PSF FAC. 1. 00 ACING FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SHEFFIELD111952 Builder: MORRClso HOMES Address: / Q Permitting Office: 7 0- City, State: n Permit Number: Owner: O f Sa 1 Y. 0 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 I. I _ I . SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes - 6. Conditioned floor area (ft') 1951 ft, c. N/A 7. Glass area & type a. Clear - single pane 360.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft, - a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ftz - HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 207.0(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, 1301.2 ftz - EF: 0.86 - b. Frame, Wood, Adjacent R=11.0, 281.8 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1956.0 ftz _ 15. HVAC credits PT, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as -built points: 29521 PASSTotalbasepoints: 29730 hereby certify that the plans and specifications covered by this calculation are in comp l' with the Florida Energy Code. PREPARED BY: DATE: -------- ----- z----- hereby certify that this building, as gresigned, is in compliance with the Flo a ergy Code. OWNER/AGENT DATE: EnergyGauge® (Ver Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: ion: FLRCSB v3.2) Y ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.5 The higher the score, the more efficient the home. 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 42.0 kBtu/hr - 3. 'Number of units, if multi -family 1 - SEER: 12.00 - 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes - 6. Conditioned floor area (ft2) 1951 ft2 c. N/A 7. Glass area & type a. Clear - single pane 360.0 ft2 - 13. Heating systems b. Clear - double pane 0.0 ft2 - a. Electric Heat Pump Cap: 42.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft2 - HSPF: 8.50 - d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 207.0(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, 1301.2 ft' _ EF: 0.86 - b. Frame, Wood, Adjacent R=11.0, 281.8 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1956.0 ft' - 15. HVAC credits PT, - b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft - RB-Attic radiant barrier, b.'N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I 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: p TKEST4-, nit, 0 tt 4 r o i r NOTE: The home's estimated energyperformance score is only available through the FLARES computer program. This ism a Building Energy Rating If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar7mdesignation), 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 of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE I AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1951.0 25.78 9053.4 Single, Clear SE _ 1.0 7.0 38.0 56.64 0.99 2120.2 Single, Clear NE 1.0 7.0 57.0 43.65 0.99 2451.6 Single, Clear NE 5.0 14.8 6.0 43.65 0.86 225.2 Single, Clear NE 5.0 7.9 6.0 43.65 0.70 182.9 Single, Clear SE 1.0 7.0 39.0 56.64 0.99 2176.0 Single, Clear SW 8.0 9.0 72.0 52.82 0.54 2042.4 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SE 15.0 9.0 48.0 56.64 0.44 1198.8 Single, Clear SW 1.0 4.0 14.0 52.82 0.89 660.0 Single, Clear NW 1.0 6.0 16.0 37.74 0.97 586.5 Single, Clear_ NW 1.0 6.0 16.0 37.74 0.97 586.5 Single, Clear NW 1.0 15.0 16.0 37.74 1.00 602.3 As -Built Total: 360.0 14459.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 281.8 0.70 197.3 Concrete, Int Insul, Exterior 4.2 1301.2 1.16 1509.4 Exterior 1301.2 1.90 2472.3 Frame, Wood, Adjacent 11.0 281.8 0.70 197.3 Base Total: 1583.0 2669.5 As -Built Total: 1583.0 1706.7 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1951.0 2.13 4155.6 Under Attic 30.0 1956.0 2.13 X 1.00 4166.3 Base.Total: 1951.0 4155.6 As -Built Total: 1956.0 4166.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 207.0(p) 31.8 6582.6 Slab -On -Grade Edge Insulation 0.0 207.0(p -31.90 6603.3 Raised 0.0 0.00 0.0 Base Total: 6582.6 1 As -Built Total: EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 207.0 6603.3 FORM 60OA-2001 1 SUMMER CALCULATIONS Residential Whole Building Performance Method A -.Details ADDRESS:,,, PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM Points Area X SPM Points 1951.0 14.31 27918.8 1951.0 14.31 27918.8 Summer Base Points: 37339.6 Summer As -Built Points: 41835.2 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 37339.6 0.4266 15929.1 41835.2 41835.2 1.000 1.00 1.087 x 1.150 x 1.00) 0.284 1.250 0.284 0.950 0.950 14117.8 14117.8 EnergyGaugel DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt_ Len Hgt Area X WPM X WOF = Points 18 1951.0 5.86 2057.9 Single, Clear SE 1.0 7.0 38.0 8.34 1.01 321.6 Single, Clear NE 1.0 7.0 57.0 12.00 1.00 684.1 Single, Clear NE 5.0 14.8 6.0 12.00 1.00 72.0 Single, Clear NE 5.0 7.9 6.0 12.00 1.00 72.1 Single, Clear SE 1.0 7.0 39.0 8.34 1.01 330.1 Single, Clear SW 8.0 9.0 72.0 9.22 1.29 858.4 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SE 15.0 9.0 48.0 8.34 1.76 705.4 Single, Clear SW 1.0 4.0 14.0 9.22 1.03 133.2 Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear NW 1.0 6.0 16.0 12.23 1.00 195.3 Single, Clear NW 1.0 15.0 16.0 12.23 1.00 195.5 As -Built Total: 360.0 4061.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 281.8 1.80 507.2 Concrete, Int Insul, Exterior 4.2 1301.2 3.26 4241.9 Exterior 1301.2 2.00 2602.4 Frame, Wood, Adjacent 11.0 281.8 1.80 507.2 Base Total: 1583.0 3109.6 As -Built Total: 1583.0 4749.2 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1951.0 0.64 1248.6 Under Attic 30.0 1956.0 0.64 X 1.00 1251.8 Base Total: 1951.0 1248.6 As -Built Total: 1956.0 1251.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 207.0(p) 1.9 393.3 Slab -On -Grade Edge Insulation 0.0 207.0(p 2.50 517.5 Raised 0.0 0.00 0.0 Base Total: 393.3 1 As -Built Total: 207.0 517.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Residential Whole Building Performance Method A - Details ADDRESS` , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM Points Area X WPM Points 1951.0 -0.28 546.3 1951.0 0.28 546.3 Winter Base Points: 5650.6 Winter As -Built Points: 10291.6 Total Winter X Points System = Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 5650.6 0.6274 3545.2 10291.6 10291.6 1.000 1.00 1.078 x 1.160 x 1.00) 0.402 1.250 0.402 0.950 0.950 4909.1 4909.1 EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/FIaRES2001 FLRCSB v3.2 FORM 60OA-2001 lk WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15929 3545 10256 29730 1 14118 4909 10495 29521 EnergyGauge rm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 0 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I aA-')4 mIPn TRATUIM mmilrTInN COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1:ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: 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, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2A 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 cavitV between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. CA 90 ^"ruCG DOCOf`010TIVC MCA CIIRCC Imncf ha mat nr aYL`aaded hV all residences.) UM-44 V I" L-U% r r av.n CHECKCOMPONENTSSECTIONREQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each s stem. 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 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 W/DEN 10-17-96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: Notes: MORRISON HOMES Weather: Winter Design Conditions Orlando —AP, FL, US Outside db 38 F Inside db 70 F Design TD 32 F Heating Summary Building heat loss 41326 Btuh Ventilation air 50 cfm Ventilation air loss 1760 Btuh Design heat load 43086 Btuh Infiltration Method Simplified Construction quality Average 0Fireplaces Heatingg1 Cooling Area (ftz) 19 1951 Volume (ft') 18339 18339 Air changes/hour Equiv. AVF 0.80 245 0.40 123cfm) Heating Equipment Summary Make LENNOX Trade Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 55 % Moisture difference 37 gr/lb Sensible Cooling Equipment Load Sizing Structure 29954 Btuh Ventilation 495 Btuh Design temperature swing 3.0 °F Use mfg. data n Rate/swing multiplier 0.98 Total Sens. equip. load 29840 Btuh Latent Cooling Equipment Load Sizing Internal gains 922 Btuh Ventilation 625 Btuh Infiltration 3063 Btuh Total latent equip. load 4610 Btuh Total equipment load 34450 Btuh Cooling Equipment Summary Make LENNOX Trade Efficiency 6.8 HSPF Efficiency 10.1 EER Heating input Sensible cooling 24850 Btuh Heating output 0 Btuh @ 47°F Latent cooling 10650 Btuh Heating temp rise 0 °F Total cooling 35500 Btuh Actual heating fan 0 cfm Actual cooling fan 1183 cfm Heating air flow factor 0.000 cfm/Btuh Cooling air flow factor 0.040 cfm/Btuh Space thermostat Load sensible heat ratio 87 Boldlitalic values have been manually, overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wlr14ghtsoft Right -Suite Residential- 5.0.64 RSR26015 ACCK E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr 2002-Feb-26 16:59:55 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: EW-195 W/DEN 10-17-96 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 LIV/DIN a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 57.0 0.0 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 39.0 4.1 a n sw a c- n 0 n 1 1 90 1.0 5.0 6.5 6.8 76.4 7.0 1.7 a n sw a c n 0 n 1 1 90 1.0 5.0 1.0 1.4 76.4 6.0 6.0 KITCHEN NOOK/FAMILY a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 39.4 39.0 0.0 b n. ne a c n 0 d 1 1 90 1.0 8.0 1.0 8.0 39.4 72.0 0.0 M/BR 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 b n nw a c n 0 d 1 1 90 1.0 15.0 1.0 8.0 39.4 48.0 0.0 MASTER BATH/WIC a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 39.4 14.0 0.0 BTH2 BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 LAU N wrighitsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-26 16:59:55 E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page 1 F_ i RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 W/DEN 10-17-96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /th t1. 1 Name of room Entire House LIV/DIN KITCHEN NOOK/FAMILYj4MANUAL2Lengthofexposedwall210.5 ft 66.0 ft 10.0 ft 41.0 ft 3 Room dimensions 19.0 x 20.0 ft 13.5 x 10.0 ft 25.0 x 16.0 ft Ceiings Condit. Option 9.4 ft heat/cool d 9.4 ft heat/cool 9.4 ft heat/cool 9.4 fti heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE N0. Htg Clg W) Htg Clg W) Htg I Clg W) Htg Clg ft?) Htg I Clg 5 Gross a 14B 4.6 2.1 1593 451 94 385 Exposed b 13C 3.2 1.2 386 169 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 226 8353 109 4029 0 0 39 1441 glass doors b 8C 37.0 120 4435 0 0 0 0 72 2661 rR: Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0'*" 0 0 0 0 0 0 7 Windows and North 24.8 16 392 12 310 0 0 0 0 glass doors NE/NW 39.4 262 10323 57 2246 0 0 111 4373 Cooling E/W 0.0 0***' 0 0 0 0'**' 0 0`** 0 SE/SW 49.7 68 3385 40 2060 0 0 0 0 South 0.0 0 0 0***' 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0'*" 0 8 Other doors a 10D 14.7 9.9 20 294 199 20 294 199 0 0 0 0 0 0 b 1OD 14.7 9.9 18 265 179 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 1227 5655 2527 322 1485 663 94 433 194 274 1264 565 exposed b 13C 3.2 1.2 368 1158 430 169 533 198 0 0 0 0 0 0 walls and c 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 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 10 Ceilings a 16D 1.7 2.2 1962 3328 4367 380 644 846 135 229 301 400 678 890 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 211 5456 0 66 1711 0 10 259 0 41 1063 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0, 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.5 6.3 384 8625 2426 129 2897 815 0 0 0 111 2493 701 13 Subtotal loss=6+8..+11+12 37569 11593 921 9601 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 3757 10 % 1159 10 °/ 92 10°/ 960 15 Total loss = 13+14 41326 12753 1013 10561 16 Int. gains: People @ 300 4 1203 1 402 0 0 2 501 Appl. @ 131200 2 1800 0 0 1 1200 0 0 17 Subtot RSH gain=7+8, +12+16 27231 7738 1694 7031 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 % 2723 10 °/ 774 10 % 169 10°/ 703 19 Total RSH gain=(17+18)*PLF 1.00 29954 1.00 8512 1.00 1863 1.00 7734 20 Air required (cfm) 0 1183 01 3361 01 741 0 306 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtghtsoit Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-26 16:59:55 ACC$1, E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 WIDEN 10-17-96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: /tn Ld. 1 Name of room M/BR MASTER BATH/WIC BTH2 BR2J4MANUAL2Lengthofexposedwall14.0 ft 30.5 ft 0.0 ft 12.0 ft 3 Room dimensions 19.0 x 14.0 ft 11.5 x 19.0 ft 8.5 x 9.0 ft 16.0 x 12.0 ft Ceiings Condit. Option 9.4 fli heat/cool 9.4 ft heat/cool 9.4 ft heat/cool 9.4 ft Iheattcool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft) Htg Clg ft') Htg I Clg W) Htg I Clg ft2) Htg I Clg 5 Gross a 14B 4.6 2.1 132 287 0 113 Exposed b 13C 3.2 1.2 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 14 517 0 0 16 591 glass doors b 8C 37.0 48 1774 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0'*" 0 0 0 0 d 0.0 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 24.8 0 0 0'""' 0 0 0 2'*" 41 glass doors NE/NW 39.4 80 3152 14 552 0 0 0 0 Cooling E/W 0.0 0'*'* 0 0 0 0"*' 0 0"**" 0 SE/SW 49.7 0 0 0 0 0 0 14 663 South 0.0 0 0 0 0 0'**' 0 0 0 Horz 0.0 0'*" 0 0 0 0 0 0 0 8 Othendoors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 1OD 14.7 9.9 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 52 238 106 273 1257 562 0 0 0 97 446 199 exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 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 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 10 Ceilings a 16D 1.7 2.2 266 451 592 219 371 486 77 130 170 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 14 363 0 31 791 0 0 0 0 12 311 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 22.5 6.3 80 1797 505 14 314 88 0 0 0 16 359 101 13 Subtotal loss=6+8..+11+12 5805 3250 130 2033 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 581 10 °/ 325 10 °/ 13 10°/ 203 15 Total loss = 13+14 6386 3575 143 2237 16 Int. gains: People @ 300 1 300 0 0 0 0 0 0 Appl. @ A 200 0 0 0 0 0 0 0."' 0 17 Subtot RSH gain=7+8..+12+16 4656 1688 170 1432 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 100/ 466 10°/ 169 10% 17 10% 143 19 Total RSH gain=(17+18)*PLF 1.00 5121 1.00 1857 1.00 187 1.00 1575 201 Air required (cfm) 0 202 0 73 1 01 7 01 62 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsOi C Right -Suite Residential' 5.0.64 RSR26015 2002-Feb-26 16:59:55 C-(>, E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 WIDEN 10-17-96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: 7th Ed. 1 Name of room BR3 LAUNJ4MANUAL2Lengthofexposedwall30.0 ft 7.0 ft 3 Room dimensions 16.0 x 14.0 ft 10.0 x 7.0 ft Ceiings Condit. Option 9.4 ft heat/cool 9.4 fti heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg ft') Htg Clg W) Htg I Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 132 0 Exposed b 13C 3.2 1.2 150 66 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f0.0 0.0 0 0 6 Windows and a 1 C 37.0 16 591 0 0 glass doors b 8C 37.0 0 0 0 Heating c 9C 38.7 0 0 0 0 d 0.0 0 0 0 0 e 0.0 0 0 0 0- f 0.0 0 0 0 0 7 Windows and North 24.8 2 41 0 0 glass doors NE/NW 39.4 0 0 0 0 Cooling E/W 0.0 0 0 0 0 SE/SW 49.7 14 663 0 0 South 0.0 0 0 0 0 Horz 0.0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 18 265 179 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 116 533 238 0 0 0 exposed b 13C 3.2 1.2 150 474 176 48 151 56 walls and c 0.0 0.0 0 0 0 0 0 0 partitions d 0.0 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 10 Ceilings a 16D 1.7 2.2 224 380 499 70 119 156 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 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 11 Floors a 22A 25.9 0.0 30 778 0 7 181 0 Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 22.5 6.3 16 359 101 18 404 114 13 Subtotal loss=6+8, +11+12 3115 1121 Less external heating 0 0 14 Less transfer Duct loss y 10 °/ 0 311 10 °/ 0 112 15 Total loss = 13+14 3426 1233 16 Int. gains: People @ 300 0 0 0 0 Appl. @ 1200 0 0 1 600 17 Subtot RSH gain=7+8„+12+16 1718 1105 Less external cooling 0 0 18 Less transfer Duct gain 10°/ 0 172 10°/ 0 110 19 Total RSH gain=(17+18)*PLF 1.00 1889 1.00 1215 20 Air required (cfm) I *"' 01 75 0 48 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr g1 7tsOTC Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-26 16:59:55 ACCA E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page r RIGHT-J CALCULATION PROCEDURES A, B, C, D 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: EW-195 W/DEN 10-17-96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 18339 ft3 x 0.0167 = 245 cfm 2. Winter infiltration load 1.1 x245 cfm x 32 °F WinterTD = 8625 Btuh 3. Winter infiltration HTM 8625 Btuh / 384 ft2 Total window = 22.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 18339 ft3 x 0.0167 = 123 cfm 2. Summer infiltration load 1.1 ` x 123 cfm x 18 °F Summer TD = 2426 Btuh 3. Summer infiltration HTM 2426 Btuh / 384 ft2 Total window = 6.3 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/lb moist.diff. x 123 cfm = 3063 Btuh Procedure D - Equipment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 25 cfm vent. x 18 °F Summer TD = 495 Btuh Sensible load for structure (Line 19) + 29954 Btuh Sum of ventilation and structure loads = 30449 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 29840 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 25 cfm vent. x 37 gr/lb moist.diff. = 625 Btuh Internal loads = 230 Btuh x 4 people + 922 Btuh Infiltration load from Procedure C + 3063 Btuh Equipment sizing load - latent = 4610 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrlghtsoft Right -Suite Residential"' 5.0.64 RSR26015 2002-Feb-26 16:59:55 Ti\iP. E:\Files\morrison\SHEFFIELD\SHEFFIELD.rsr Page 1 MAA /E UppFfp MA`TEI? Ff1 11T 3to booh dap ru f 8 1f1 w/fan 90 AM C) x41t 6' 12x6 lwcdr 4- bath coactto .of p 155- 7. 14x8 ]wc /fan-Ilght I 2US- r:Bx..lw.cq 14.14 ng 6R2 3both duct _ to . of cap 12 6I' Ux6Iwctl i6 3.0 ioow / 5kw E240v 1p4h' h w/fn .4'16x13 pleab22x14 raq frnyblgr 12x155 38 loxto rg 24x18 ug 1010rag7' NDOC ER3 7' 75 I1 4. ceng4' dryer duct 10.6 y cd-,.] Ox6 Iwctl to roof cap tOx6 iwcd l-. ''-7r— ahu 75 6' 6' 5' 1 S1 wcdLj 7' ^ i 38 ' v 7' 1+ 12. 6 1- 11 - 1 155 u I L Li >> CIP•. Must have a ninimun c1mrance of 4 Inches around the alr handler per the State Energy code. All duct has an r=6 Insulation "Lue. 0 w 2 0 Ln zm o m H J Q C: OJ U 00 ova 2 2: --) o r m w •• .. > z o z o w J_ Q Q O :D Q cn cL J u) C) 0 TI/115N 50TeAM Bc aI f'f\„I1111Mbrand •C qan ao a oa HT9 r1aLL.Adi1ceiLbli.. O MA tnW rued • 42;'; AW SRB mat ac m.t a.m t r><b drrq Y qn> igoQ w yd n,olrn)q a U ZLI b. al BE lt aC g n'• etxel :..' C _. n; ells Vr1f'YAARCH z at e TI aL +barl d.e[ qo> ioa, or w1n a a L SE c b>.i da41 I I iI,'\iiJ Must have a mImim n cloaronco-of 4 Inches around the air hondler per the State Energy code. AIL duct has an r-6 Ws Wtlon valuo. ba ONE BY WOOD SHIM AS REO'D f BUCK BY OTHERSSEENOTES) 1 1/4' MIN. INSTALLATION ANCHOR BUCK WIDTH EMBEDMENT ONE BY WOOD 3/16• DIA. TAPCON ACA SHIM AS REO'D BUCK BY OTHERS SHOWN 1/4' SHIM (SEE NOTES) FLANGE TYPECAULKBETWEENWINDOWCAULKBETWEENWINDOW FRAMFLANGEhWOODBUCKWOODBUCKhJAMB4CONCRETEMASONRYOPENINGORMASONRYCONCRETEORBYOTHERSOPENING MASONRY OPENING BY OTHERS 8YOTHERS \ C `INSTALLATION EXTERIOR d1 1/4' MIN. \ I /3/1C6'OOIA BINY OTHERS EMBEDMENT Z11 Q TAPCON SHOWN PEBYCAULK BETWEEN WOOD BUCK h MAS'Y OPENING PERIMETER CAULK 1/4- SHIMBY OTHERS BY OTHERS / J/// EKWINDOWBETWEEN EXTERIOR WINDOWWOODBUCK G FINISH FLANGE TYPE SECTION 2 BY OTHERS WINDOW FRAME HEADER WINDOW FLAN WTH. EXIERIO A B C WINDOW BUCK D - E HEIGHT HEIGHT K 2 FLANGE TYPE SILL STOOL VANDOW FRAME BY OTHERS SILL WINDOW HGT. F G PERIMETER CAULK BY OTHERS Cal,,((i dcc,TT[Ft--L T/ J R T:} LD,,A yy.. O.A... i(i ANUFkIC G.1LTER 1CL1'iPl:t2 `o 04E NERAL. Al Urt/A7 UM Af. A glrpR FIT .% A —.1i COMPARATIVEANALYSISATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIDTH/HOGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 1/1 X 26 99 99 B F,G F,G 13 19 1/a % 38 3/e 70 7B B F. G 14 19 1/! X 50 5/e 59 1 54B' BF,G 14+ 4 19 1/3 X 54 5/e 54 52 B F,G 14+ 5 19 1/5 X 55 5/e 52 4545 8 F,G 15 1619 1/e X 83 19 1 X 72 40 40 FG IH2 26 1/2 X 28 61 61 0 F, G 1H3 28 1/2 X 38 3/e 51- 51 448 BF,G i 26 1/2 X 50 5/ 4 4242 B F,G 1H4+ 4+4 26 1/2 % 54 5/3 41 41 B F,G 1 H4+5 26 t/2 % 55 5/0 40 40 B F,C 1H5 1H626 1/2 X 63 26 1 X 72 40 40 R FG. 30X2 30 1/2 X 26 56 56 B F,G 30X3 30 1/2 X 38 3/e 44 44 B F,G F,G 30%4 30 1/2 X 50 e/e 40 40 408 BF,G 3OX4+ 4 30 1/7 % 54 5/3 40 4040 B F,G 3OX4+5 30 1/2 X 55 5/e 40 40 B F,G 30X5 30X6 30 1/2 X 63 40 40 FGHI 22 X 28 51 51 B F.G 2J 37 X 38 3/8 40 40 8 F,G 24 37 X 50 5/8 40 40 B F,G 24+ 4 37 X 54 eA 40 40 8 F,G F,G 24+5 37 X` 55 5/e 40 40 40B BF,G,H,I 25 2637 X 53 37 X 72 40 4040 B F G H I 4826 48 X 26 46. 45 B F,G F,G 48 } 8 48 X 38 3/3 40 40 40 B BF,G 4850 48 X 50 3/e 40 4040 B F,G,H,I 484+ 4 48 X 54 5/6 55 40 40 B F,G,H,I 484+ 5 48 X SA 48 X 63 40 40 8 F,G.H,1 4863 4a7248 X 72 40 40 a 32 53 1/e'X 26 45 45 B F,G 33 53 1/6 X 38 3/5 40 40 B F.G 34 53 t/e X 50 5/5 40 40 B F,G•H•1 J4+ 4 53 1/e X 54 5/8 40 40 B F.G,H.I 3445 53 1/e X 55 5/e 40 40 B F.G,H.I 35 53 t/e % 6J 4D 40 B F,G.H,I 36 53 1 % 72 40 40 a F C M 1 TE 1) W 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF ISXTES OF DESIGN LOAD APPLES, POSITIVE IDESIGN QH I LOADS HILL DE LIMITED TO RAM PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. I 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE ATE L TAPCON NSATEATLOCATIONSCAULK ' BETWEEN WINDOW FLANGE de PRECAST SILL WITH VULKEM PRECASR SILL) 116 ADHESIVE CAULK OR BY OTHERS APPROVED EQUAL SECTION 1 GENFRA AII.`_NOTES 1) SHIM AS REQ'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 LATE( CAULK BEHIND WINDOW FLANGE AT HEAD k JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM .E1300 GLASS CHAJM.. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUAED. 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING CLASS SINGLE HUNG SERIES. ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1-1/4 EMBEDMENT INTO SUBSTRA SHOWN ON CHART. IK 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL /B SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4- MIN. EMBEDMENT INTO WOOD BUCK AT ELEVAT10 1 ALL OTHER VANDRY APPSIZE IS NOT LISTED IN HOLES. t- Iv 5) IF EXACT VANOOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANIITY LISTED 'M1H NEXT VIEWED. FROM EXTERIOR URGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 1001 W. Omby Rd. • O-WIt 8, TX 75006 • P.O. Box M9022 • WkM TX 75H1 IXureHa tK3rnPRa . ASSEMBLY DRAWING SERIES 1440/1540 TDL SINGLE HUNG WINDOW _ r 1XUYM eY am. eY scut BB N A j tarn o•rt or pZ CiZ DA E S N REM9DN fiY ECn - 10/26/O1 B PREPARED IIY: PRODUCT TECHNOLOGY CORP.. 250 IRiT2tNA710NAL 1—. SURE 23D. HEATMROM. R-OA 12716 PNONE 407 e0]-o3e: to f AI r ! A CAULK BETA-ccN WOOD — BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CA ULK BETWEEN WINDOW FLANGE WOOD BUCK. I srucc0 BY OTHERS PERIMETER CAULK BY OTHERS GLAZING WINDOWHEIGHT EXTERIOR f I PERIMETER CAULK RY OTHERS PRE -CAST SILL BY OTHERS INSTALLATION ANCHC;R 3/16' DIA. TAPCON BUCK WIDTH 1/4 MAX SHIM SPACE SHIM AS RED'D CONCRETE ORSONRYOPENING SEE NOTES) 1 - 1-1, EMBED1.IErITeIN. BY OTHERS SHIM AS REO'D. SEE NOTES) FLANGE TYPE WINDOW FRAME Jar.10 Q C CAULK BETWEEN WOOD BUCK & MAS Y OPENING Br OTHERS GLAZING MIN. INSTALLATION ANCHOR EMBEDMENT 3/16 DIA. TAPCON a 1/O- MAX ONE .BY WOOD. III' +ir SHIM. SPACE BVCK BY OTHERS EXTERIOR ` CAULK BETWEEN PERIMETER CAULK WINDOW FLANGE BY OTHERS WOOD BUCK WINDOW WnD iH \ CONCRETE OR MASONRY OPENING FIANCE TYPE BY OTHERS WINDOW FRAME SECTION 2 ,TUCD0 I-Va COMPARATIVE ANALYSIS & TAPCON ANCHOR, LOCATION CHART WINDOW DESIGN PRESSURE TAPCUtI ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X EO a0 55 C D.EF.G 12. X 72 40 56 C O.E F,G 16 X 16 40 106 C HI x 16 40 69 A.B H! 74 X 24 40 55 A,B F,G 2A x 30 40 45 A,B F,C 24 x 336 40 40 A B F,G 24 8 0 40 8 D,E. F,G X24 60 40 a0 F.B D.E f.G 24 x 72 40 0 B O,EF.G 32 X 48 40 40 A,6 D.EF.G 36 x 224 40 A.B O.EF.G 36 x 8 a00 A.B D.E.F G 336 x 72 400 40 A.B D.E F.G e x 24 40 40 A.B O.E F,G 48 z 48 0 A.8 0.EF.G 48 X 60 QO0 40 A.8 D.EY.G 64 X 24 40 40 B F,G 72 x 38 40 40 A.B F,G 72 x 60 40 40 A,B D EF.G 73'X 16 40 40 A.B HJ HEADER By OTHERS - CENTRAL FLORIDA B.®.A.F. BUCK WINDOW MANUFACTURER NAME: HEIGHT WTH FLANGE TYPE WINDOW FRAME SILL Q C6NFRrkL f W r1 N//YuM A C f N RA NOT MASTER FILE # d 1) SHIM AS REO•D, AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4'. i D E- 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. Z 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REOu1REMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. H / I 8) IN SI ALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16 DIA. HGT. TAPCON ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN 1-1/4- EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY 70 TAPCON LOCATIONS. 10) INSTALL 98 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED INSTALLATION HOLES. IF FACTORY APPLIED HC_ES ARE NOT PP.ESUIT. gS SCREWS SHOULD BE PLACED AT MAX. 6- FROM CORNERS &-I.IA%. 24' D.C. II) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTI T' LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REGO 12) GENERAL 1.50 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES 1:- THE 1550 SERIES, F C MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL PATH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR DATE SriA REVISION 1001 W. Crosby Rd. • Cartolllon, TX 75006 . P.O. Box 819022.• 0cllas, TX 75381 OAArNG ascAprro.I INSTALLATION C•=TAIL SERIES 1450/1550 P_aNGE PIN BB N/A r••• ," cQ Oat: [•c .••ci' I. I SHEATHING BY OTHERS 6 INSTALATION ANCHOR SCREW SHOWN (TYP) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER XT RI R FIN TYPE — WINDOWFRAME SILL CAULK BETWEEN FIN p8 INSTALATION ANCHOR SCREW SHOWN (TYP-) h SHE ATIN. SHIM SEE AS REGO WOOD7 % OTHERS NOTES) BY OTHERS 1MIN' EMBEDMENT FIN TYPE WINDOWFRAME CAULY 'ETWEEN SHE, G !4 FIN 2 X WOOD JAMB BY 0..._RS BY OTHERS 1" MIN. EMBEDMENT I SHIM AS REOD. SEE NOTES) SHEATHING BY OTHERS WINDOW WIDTH" EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS WINDOW SECTION 2 HEIGHT r-- WINDOW WTH.--1 SILL STOOL BY OTHERS WINDOW HGT. PERIMETER CAULK ByOTHERS SHIM A TES) ES) SEENOM8 SCREW INSTALATION2 X WOOD ANCHOR SHOWN BY OTHERS TYP.) CAULK BETWEEN WINDOW FIN EXTERIOR - SHEATHING FINISH I' MIN. BY OTHERS EMBEDMENT SHEATHING SECTION 1 BY OTHERS ANCHOR ( TYP.) ALLY SPACE HORS ( TYP.) Q MANUAZTURER NAME' o C— F—RAI fh , l)"'A m — 1T ASTER FELE # 3 _ --- COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF p8 SCREWS NO. OF 0,090 CIA. NAILS SIZE ( INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WIDTH/ HEIGHT EXTERIOR INTERIOR HEAD SILL 0-CA. JAMB HEAD SILL O EA, JAMB 16 X 30 109 109 2 2 2 2 2 3 16 x 40 83 83 2 2 3 2 2 1 16 x 50 63 63 2 2 1 2 3 16 x 60 2 2 2 I 3 20 X 30 86 86 2 2 2 2 2 3 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 18 48 2 2 3 2 4 28 x 30 57 57 2 2 2 2 28 x 10 52 52 2 2 3 2 2 3 28 X 50 4fi 46 2 2 3 2 2 1 e0 40 2 2 1 2 2 30 X 30 52 52 2 2- 2 2 2 2 30 X 40 49 49 2 2 3 2 2 3 30 X 50 3 43 2 2 3 2 2 1 30 x 60 40 40 2 2 3' 2 2 4 38 X 30 41 41 2 2 38 X 40 10 40 3 3 3 3 3 3 38 x 50 40 10 3 3 3 3 3 4 B x 0 40 40 3 3 3 3 5 40 a 30 40 40 3 3 2 3 2 40 X 40 40 40 3 3 3 3 3 3 40 x 50 40 40 3 3 3 3 3 1 40 X 4 3 3 3 3 3 5 72 1 4o 1 4 4 4 1 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 h 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 CUSS IS ALSO QUALIFIED-' 6) WHERE WATER RESISTANCE TEST REOUIREMENI OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE 10 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING "I. 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 WITH 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. O O O O O 6' MAX. (TYP.) MAX. ( TYP.) ELEVATION VIEWED FROM EXTERIOR TE STM REy SIGN ID01 W. Crosby Rd. • C—Mon, TX 75006 • P.O. Bo1 819022 • Dollcs, TX 75381 pi.«. c ascavlroa ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW BB N/A a n.11 o.c'—" ay EcN — 11/05/01 B GEN — OOt3 SHEABY CAULK BEHIN EXTERIORFINISH BY OTHER' PERIMETER BY OTHERS FIN TYPE WINDOW I HEA ER GLAZINCSEENL.__. EXTERIOR FIN TYPE FRAME III PE RIHEIEI By OTHER EXTERIORFINISH BY OTHER CAULK BI S HE ATHIn BY OTHERS SECTION l r WINDOW WIDTH' MAXCESHINSPA 2 % Br WOOD BY OTHC RS SHIM AS REO'D. 2 x v00 BY OTHERS FIN TYPE WINDOW 48 INSIALLATI N FRAHC JAMB ANCHOR SCREW DIN. SHIM AS REO'D. GLAZING EnBE OnENT c SEE NOTES) C I MAX. SPACE I \ EXTERIOR PERIMETER CAULK By OTHERS ANCHOR SCREW48INSIALLAW EXTERIORFINISH CAULK BEHIND FIN WINDOWHEIGHT T o 2.1 D.C. MAX. ITYR.) o WINDOW HEIGHT ILL STOOL Y OTHERS HIM AS REO'D. 1/4' MAX, SHIM SPACE 08 1NSTALLAiION ANCHOR SC REV 2 X WOOD BY OTHERS COMPARATIVE ANALYSIS & ANCHOR CHART WiNIJUV DESIGN PRESSURE NO, OF K8 SCREW NO. OF 0,059 DIA. NAILS SIZEINCHE $) CAPACITY IN PSF REOUIRED IN FRAME REOUIRED IN FRAMC M OT-HEIGHT EXTERIOR INTERIOR HEAD T. SILL P EA_ JAMB HEAD S SILL B EA. JAMB 20 . 30 40 40 2 2 2 2 20 X a0 40 40 2 3 2 2 20 x 50 40 40 2- 3 2 3 20 . 60 4 2 2 3 30 . 30 400 40 2 2 2 30 . 40 40 40 2 3 2 3 30 x 50 40 40 2 3 2 3 30, 60 a0 40 2 2 4 40 X 30' 40 40 3 2 40 X 40 40 40 3 3 3 3 40 X 50 40 a0 3 3 3 4 40 x b0 a0 4 3 3 5 50 . 30 40 40 3 2 2 50 x 40 40 40 3 3 4 3 50 . 50 40 40 3 3 4 4 So . 60 40 4p 3 3 5 40 ap 4 BY OTHERS CENTEy Ap FL®iUDA B.O.A.F• SECTION 2 SHEATHING 1TA1\IJrA BY OTHERS it ly R NAM: ClEii>•4G LIir MINU17 IMOW WIDTH WASTER FILE # NOT[s.. 1) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN LOADS WILL BE LIMITED TO 40.a PSF DUE TO WATER TEST PRESSURE OF 64 'IF ACHIEVED IN TEST, 2) IN$T ALL ATN' FIN FRAME WINDOW IN v000 FRAME OPENING WITH TWO WOOD STUDS USING 48 SC RE VS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1' En8 BE DnENT INTO SUBSTRATE OR 0.099 IN. DIA. NAILS. 3> 1F EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE QUANTITY LISTED 2 WITH NEXT LARGER STACK 4> SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE MAX. ALLOWABLE SHIMin STACK TO BE 1/4'. ANCHORS IT TP.) 5) VIE DLA FRAME MATERIAL, ALUMINUM ALLOY HEAD, 61USELATEXCAULKFORWINDOWSINATHEAD, SILL L JAMBS. Z) USE LATEX CAULK fOR PERIMETER $CAL AROUND EXTERIOR OF 0GLAS FLANGE. 8) GLASS THICKNESS MAT VARY PER REOUIRENE NTS OF ASTM [1300 GLASS CHART$. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO OUALIFIED. 9) GENERAL ALUMINUMS 1100 SERIES PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1900 SERIES PICTURE WINDOW. 6' MAX. (TYP,) 6' MAX. (TYP.) ELEVATION Fi VIEWEDFROMEXTERIOR I E- CAULK BETWEEN - WOOD BUCK L SO NRI OPENING BY 1HERS CAULK BETVEEBWINDOW UCKFLANGELv000BUCKCONCRETE OR SONRYOPENINGBY DIME RS EXTERIOR FINISH — BY OTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT FLANGE TYPE — INDOV FRAME SILL PERIMETER CAULK BY OTHERS ONE 91 WOOD BUCK BYOTHERS f-- INSTALLATION ANCHOR 3/16' DIA, TAPCON SHIM NO REO'D cSEEOTES) 1- 1/4' MIN. Q EMBEDMENT 1/ a' M SHIM SPACE GLAZING ( IYP. SEE NOTES) BUCK EIGHTAS RED NOTES) BY WOOD BY 1/ 4' MAX. J SHIMSPACEa a EXTERIOR FINISH 4 BY OTHERS d MIN. CAULKBETWEENWINDOWFLANGE L WOOD BUCK CMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. 7APCON BY OTHERS CAULK BETVEEN WOOD BUCK L MASONRY OPENING BY OTHERS SECTION 1 NOTES. 1) SHIM AS REDD. AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIU MAX. ALLOWABLE SHIM STACK TO BE-1/N' 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL h JAMBS. A) USE LATEX CAULK FOR PERIMETEP. SEAL AROUND EXTERIOR OF WINDOW FL+NGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GL•SS CHARTS. 61 DESIGN PRESSURE CAPACITY DF WINDOW L INSTALLATION IS LIMITED TE 40.0 PSF. 7) FOR INSTALLATION OF FLANGE FRAME vIMEOWS IN CONCRETE OR MASON:r OPENING. USE 3/ 16' DIA. IAPCON TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE YIN, 1-1/4' EMBEDMENT INTO SUBSTRATE, PLACE ANCHORS 6• MAX. FROM CORNERS L 24' O.C. MAX. BETVEEN. B) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS BUILD DOWN MUST BE OF SUFFICIENT STRENCTH TO ADEOUATELY TRANS ER LOAD FROM WINDOW TO THE STRUCTURE. 9> ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO L'IT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAI CAN BE MANUFACTURED FROM THE 1450,1550 SERIES DESIGNER FI,FD WINDOW FRAMING STSTCM, CENTRAL FLORIDA B.®.A.F. MANUFACTURER NAM: 4: , ER.4L .4[ flN11yprl MASTER FELE # a2 Ow HT WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR I 17_ 7i It_ DA:.- a'vlsloN BUCX vIBiK I/A• SHIMSPACE SHIM AS REO'0 1—, MIN. SEE N07ES) EM3EDMENT FLANGE TYPE y— CAULK BC7WEEN 11 OGV FRAME WOOD BUSK L JAMB HAS'Y OPENING d BY OTHERS INSTALLATION ANCHOR GIAIINGITTP. SEE WTESI 3/16• DIA. 7APCON ONE BY WOOD PERIMETER CAULK BUCK BY iHERS BY OTHERS CAULK BETWEEN EXTERIOR FINISH WINBOV FLANGE BY 07HERS WOOD BUCK WINDOW UID7M --, CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS WINDOW HEIGHT 1 1 2 I J WINDOW WIDTH ELEVATION VIEWED FROM EXTERIOR. 1001 W. CN,0y Rd. • Car,ollf., TX 75006 • P.O. Bas B19022 • Dollas, TX 75381 p— K DE sco:rn" INSTALLATION DRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDO'. BB„ 1 N/ A P• TE " 3T I .EN 3/20/02 BGEN-0^c'7 SHE THING BY CTHER'. CAULK B EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPMFRAME E SE2NO• i IxILHIU SEE TES FIN TYPE FRAME SILL PERIMETER CAULK J BY OTHERS / INSTALLATION J AHCNOR SCREW (TYP.) EXTERIOR FINISH BY C_HERS CAULK BEHIND FIN - SHEATHING BY OTHERS NOT_ 1) CESIGN PRESSURE CAPACITY OF WINDOW h INSTALLATION IS 10.0 PSF, a') INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD S"LADS. USING O.C99 IN, CIA NAILS. PLACE 099 NAILS 6- FROM Bull DOWN CORNERS MAX. h 8' O.0 MAX. BETWEEN. BY Di-E.R$ 31 FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY W000 STUCS. USING /8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN, EMBEDMENT INTO SUBSTRATE, PLSCE SCREWS E MAX. FROM CORNERS k 2A' CC M X. BETWEEN. SHIM AS REO'D. AD:ACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-, p8 INSTALLATION 1 WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR SCREW (TYP.) E) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL h JAMBS. 7) USE LATEX CAULK :OR PERIMETER SEAL -.AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 SHIM Ac REQ'D. GLASS CHARTS. SEE NOTES 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 I/<- MAX. f'' STRUCTURE. SHIM SPACE 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 IB. ®. A. F. MANUFACTURER NAME: ERjw n 4 (1M11Vt1Ad MAASTER FME # a2 NDOW WIDTH HEIGHT O O O O WINDOW O // HEIGHT / O Orcr O O O O I/<- MAX. SHIM SPACE 1— SHIM AS .REOD. SEE NOTES ELEVATION VIEWED FROM EXTERIOR I" MIN, \- 2 X FRAMING EMBEDMENT BY OTHERS SECTION 1 2 I.I.. sP,.cE TWO BY FRAMING SHIM AS R* CAULK HERFINTYPEFRAME EEDMENT SHEATING BY OTHERS GLAZING (TYP.) BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS EXTERIOR ( B INSTALLATION ANCHOR SCREW (TYP_} WINDOWWIDTH PERIMETER CAULK BY OTHERS SECTION 2 WIrHE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WODD BUCK BY OTHER CAULK BETWEEN vnNDOw FLANGE & W000 BUCK CONCRETE OR MASONRY OPENING BY OTHER EXTERIOR FINISH l BY OTHER / PERIMETER CAULK J BY OTHER FLANGE TYPE HE DOER FRAME WINDOWHEIGHT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULKBYOTHER ONE BY WOOD BUCK ST OTHER INSTALLATION ANCHOR 3/16- 01A. TAPCON BUCK WIDTH 1 I IN. EMBEDMENT SHIM AS REO'D FLANGE TYPE 1/4-SHIMSPACEMAX. SHIM AS REO'D. SEE NOTES) SEE NOTES) WINDOW FRAME JAMB QQ CONCRETE OR MASONRY OPENING a 1 1/4 MN 8T OTHER EMBEDMENT INSTALLATION ANCHOR 3/16- DIA. IAPCON PERIMETER CAULK Q BY OTHERS CAULK BETWEEN WOOD BUCK & 1 4- SHIM" WINDOW WIDTH MASONRY OPENING SPACE MAX. BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANFINISHGEByOTHER WOOD BUCK euCKHEIGHT SECTION 2 ANCHOR (7YP.) WIN HE PRE CAST SILL Q a BY OTHERS CAULK BETWEEN WINDOW FLANGE PRE CAST 'SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES: DOW IGHT wlNDow 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/,I 21 WINDOW FRAME MATERIAL: ALUM I NUM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS,SILL MUST BE ATTACHED 10 THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EOUAL 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MDREHEAO 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 REQUIREMENTS 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 1550 SERIES MODIFIED SLIDER INSULATING GLASS. 8) DRAWING APPLIES TO INSTALLATION OF FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16" DIA IAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVDE MIN.1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL 88 SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4* MIN. EMBEDMENT INTO WOOD BUCK AT ALL FACTORY APPLIED INSTALLATION HOLES WHERE TAPCONS ARE REO'D. 11) IF EXACT WINDOW SIZE IS NOT L:SlED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 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 H,K JAMBS A,G24x1240 - 710 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 85 H,K A,G 36 x 12 40 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 H,K A,B,F,G A,G60x124073 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H,K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K A,B,C.D,F,G l CENTRAL FLORIDA B. 0. A. F. MANUFACTURER NAWIDTH ELEVATION rE^/Eh tL ,4 rrrl V br VIEwED FROM EXTERIOR MASTER FILE # O Ct AAILAY 1001 W. CI41E1 FA. Ce ffl , TX 75006. P.O. B4t 819022. C41Mt TX 75391 INSTALL A TION DWG. MASONRY W/ ONE BY BUCK SERIES 1480 MODIFIED HORIZONTAL SLIDER WINOCW CHKO SCALE El as N/A D3TE 20/02 I GEN0027ME0.1[ 5-N 4t 5a. e• v..1 ro I•cr) wi-c1[I — 1. ) . - 3. SHEATHINC CAULK BETVlEEN FIN BY OTHER SHEAT.NG I MIN iS SCREW :NSTALATION 'j EMBEDMENT ANCHOR (TYP.) I 2 % FRAMING EXTERICA FINISH BY OTHERS BY OTHERS PE P, CAULK CTHE.; BY CiHER SHIM SPACE FIN iY: E L"J'. I AS REO'D FRAME HEADER SEE NOTES) WINDOWHEIGHT EXT RIOR IImFIN TYPE00W LFRAMESIL SILL STOOL BY OTHER SHEATHING 2 X FRAMING r8Y OTHER BY OTHERS 1 CAULK BETWEEN j 1/4' MA %.+ll SHEATHING & FIN SEE NOTE S) D SHIM SPACE A BY OTHERS FIN TYPE " I'MIN. WINDOW FRAME ' EMBEDMENT JAMB p8 SCREW INSTALATION ANCHOR (TYR.) WINDOW WIDTH --•a EXTERIOR FINISH BY OTHERS XTERIOR PERIMETER CAULK BY OTHERS SECTION 2 6"MAX(TYP) — EOUALLY SPACE ANCHORS (TYP. I I II^ 0 HEAD, SILL. —ylJAMBS)) i T- 0 PE RIMEiER CAULK 1/4 MAX. BY OTHER SHIM SPACE SHIM AS REO'D 8 SCREW (SEE NOTES) WINDOW \ \ INST.ALATIDN ANC -OR (TrP.) HEIGHT 2 % FRAMING BY OTHERS x TE R OR Lo O Y CBr0-HERS CAULK BETWEEN WINDOW FIN & S•EA-flNG SHEATHING 0 2 BY C'HER I" MIN. _ EMBEDMENT SECTION 1 G=',=RA_ NOTES: ANCHOR (TYP.) 2a" O.C. 1) S-!' AS REC'D. ADJACENT TO EACH INSTALLF_;O\ ANCHOR PATH LOAD MAX .(TYP). I BEARING SHIM MA x. ALLOWABLE SHIM STACY TO c'. 1/4'. 2) W:.DOW FRAME MATERIAL ALLOY 6063 WINDOW WIGHT U`__ LATEX CAULK BEHIND WINDOW FIN AT MEAD .SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARC':ND EXTERIOR OF WINDOW FF. iE. 5) G'_-5S THICKNESS MAY VARY PER THE REOUI=.EME\TS OF ASTM E1300 ELEVATIONSI`.CLE GLAZ%\G IS SHOWN. INSULATING GLASS 15 ALSO OUAUFIED. 6; Dom- NC APPLIES TO INSTALLATION OF FIN FRAME 'MN''OW N WOW FRAME OPENING VIEWED FROM EXTERIOR. TWO Br WOOD STUDS USING 099 I OIA NA:-_S : q8 SCREWS OF SUFFICIENT LE. -.7H TO PRCVIOE MIN. EMBEDMENT I RNTOSUEST_' . 7j IF EtACT WN02W SIZE IS NOT LISTED IN CHA. T, 'SSE ANCHOR OUANTITY LISTED WITH LARGER S.ZE. - 83 GE\E ;AL ALUM.NUM'S 1150 SERIES HORIZONTAL c_ DrP ,S. SHOWN, THIS PRINT ALSC S. AF=_ES TO THE 1980 INSULATING CLASS HCRIZO:•AL DER SERIES. COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART WINDOW SIZE DESIGN PRESSURE g'8 SCBEWS REND. 099 IN 'AMS RE1)" INCHES CAPACITY !N PSF IN FRAME IN =RS WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 - 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x136 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 1 40 2 3 3 5 48 x 12 40 77 3 2 4 2 48 x 24 40 40 3 2 4 2 48 x 36 40 40 3 2 4 3 48 x 42 40 40 3 3 4 3 48 x 48 40 40 3 3 4 4 48 x 55 40 40 3 3 4 5 60 x 12 40 73 3 2 6 2 60 x 24 40 40 3 2 6 2 60 x 36 40 40 3 2 6 3 60 x 42 40 40 3 3 6 3 60 x 48 40 40 3 3 6 4 60 x 55 40 40 3 3 6 5 72 x 12 40 70 4 2 7 2 72 x 24 40 40 4 2 7 2 72 x 36 40 40 4 2 7 3. 72 x 42 40 40 4 3 7 3 72 x 48 40 40 4 3 7 4 72 x 55 40 40 4 3 7 5 i. Q,11Ty TREaaII(.'r7t1F71.p-3+ iUDA/ B.. O. A. u . 141ANUi'ACY iJl61l'R 1 tTll'F1lE: 1 p, v ivtL 'S4,4- L!e 4 /vim w 100, r. D.,17 ca•c4 qiw n 75M.P.D. e4. AI9D21 •Ddb; TC 75391 INSTALLATION DRAWING WOOD FRAME STRUCTU3E SERIES 1150 /1980 MODIFIED HORIZONTAL SLIDER DIN 66 N/A A.LOr wEn I OATS 03//02 IJaN UM9En nEMva 11NGEN-0022 I I I INSTALLATION MULLION ANCHOR ANCHOR I MULLION ( TYP.) BRACKET ANCHOR BRACKET — UNTRAL FLOWDA B° 0° WINDOW FRAME JAMB TYP.) MULLION DIE NO. 1445 SECTION A- A v EXTERIOR ELEVATION DWG No: GEN-0452 GA 1? MULLION II I DIE NO. 1445 II I II I II I II I II I INSTALLATION R FILE # 8 SELF TAPPING a ° SMS (TYP.) o SUBSTRATE SECTION B-B ANCHOR TYP.) SEE NOTES 2 & #3 NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: _ _ _ _ DRN: JS APRVD: — — — — DATE: 3/1 7 /02 WT/FT: — — — SCALE: MATL: — — — — DWG NO: GEN-0452 t .. — H ALF PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-805-0366 k GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON'Y" AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GA r, GENERAL ALUMINUM CORPORATION FLANGE HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART VERTICAL ALUMINUM MULLION DIE #1445 S.H. SIZES WDW. WTH. > WDW. HGT. V 19. 125 26,500 30.500 37.000 48.000 53.125 26. 000 1609 1497 1497 1497 1497 1497 38. 375 622 515 486 466 465 465 50. 625 331 262 241 219 203 203 54. 625 279 220 200 180 164 162 55. 625 268 211 192 172 156 153 63. 000 204 158 143 127 112 108 72. 000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020122 FEB. 19, 2002 02- 0217 A rt 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 407 805-03651 FAX 407 805-0366 CA020123 FEB. 19, 2002 02-0217 DWG NO: NI-0: 51 MULLII ANCHI BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION ANCHOR BRACKET MULLION DIE NO. 1446 SECTION A- A o v v a a 0 Ci 10C TED ATC' - MULLION DIE NO. 1446 INSTALLATION ANCHOR TYP.) SEE NOTES 2 & #3ao 77 L 1 - 7 / R " LJ lilAl V ACTU c1ER N 0EXTERIORELEVATION U NOTES: MASTER FILE # 5- _ 3 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 A L. U M I 'N U M 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 IN':-:TALLATION DE IAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 r r ^ INTO AREA: DRN: APRVD: GATE: SCREWS OF SUFFICIENT L H.. TO ACHIEVE 1-3/8' Mill. EMBEDMENT NT.: WOOD ---- JS ---- 3/1 FRAMING. WT/FT: SCALE: MATL: DWG NO: HALF ---- GE. PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PKWY• HEATHRO•W. FLORIDA 32746 PHONE 407-805-0365 FAX 407-FG5-0329 SHEATHING By OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS r C),4 vDERS _ SLIDING GLASS DCGP.-FRAME SILL SHIM AS RE'O'D INSTALLAT!CN ANCHOR SEE NOTES) R2 SCREW CAULK BETWEEN DOCP :LANCE TWO 3Y VOOD S SHEATHING BY OTHERS v I I X cj- DOOR VIDIH 1 /a• MAX. SHIM SPACE INETALLATICN ANCHER TWO 3Y VppD:E SCREW ZEml- EDMENT BY OTHERS TWO IT WOOD BY OTHERS SLIDING GLASS DOOR. FRAME CAULK BETVEEN STRIJAMS • _ SHEATHINGS MAX. SHIM SPACE I' II r s 1-1/8' MIN. ZTEMPEREDEMBEDMENT GLASS TYP.) SLIDING GLASS DOOR FRAME HEAD PERIMETER CAULK BY OTHERS SECTION B-B SLIDING GLASS DOOR HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR B8 SCREW CAULK BETWEEN DOOR FLANGE S SHEATHING L— SHEATHING BY OTHER TEMPERED GLASS — STUCCO (TYP.) CR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SHEATHING BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-I/8, MIN. EMBEDMENT NOT, T: 1) DOOR —TERI— ALUMINM ALLOY 6063. 2) " INSTALLATICN SCREWS MUTT BE OF SUFFICIENT LENGTH TO ACHIEVE HUL EHBEDNEnT DF 1-1/9' INTO WOOD TAPCON TIRE INSTALLATION ACHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. CMBEDMCHT OF 1-1/4' INTO ASO-1 OR CGHCRETC. 3) INSTALLATION ANCHOR CHART CH BACK GF THIS SHEET. USE S1L I[DNIZ ED ACRYLIC CAUL[ BEHIND D0( FLANGE AT HEAD L JAHBS. 3> USE SIL ICON IZED ACRYLIC CAULK FOR PERINETER SEAL AROUND EXTERIOR OF DOCK, 63 IF EXACT DOOR SI ZC IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH TEXT LARGER SIZE. FOR THE APPROPRIAT_ DESIGN PRESSURE REG.D. FOR RDCKET DOOR SIZES USE CLGSEST 31PASS DOORENIHE. PLACE INSTALLATION ANCMDRS. RN REQUIRE ME HT_ SIZE L CONFIGURATION TO FINISHED OF AS TM EI) HOGLASS CHARTS. P 8> GLASS THICKNESS HAT W+R 9) DOOR UNIT IS APPROWED USING TEnPERED GLASS IN SINGLE GLAZED GR INSULATING GLASS ID) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SE An SEALEP. I1) SHIM AS REG'D, AT EA SET Ci INSTALLATION ANCHORS X. ALLOWABLE SHIM STACK TO BE 1/- 2) ALL INSTALLPTICF A'4HORS MUST BE MADE OF CORROSIONARESIST+nT wfE].IAL T. 13) WHERE 'X' REPRESENTS MOVING P+NEL AND "D" REPRE SEMIS FIXED PAeEL-APPROVED CONFIGURA TICHS ARE AS LISTED CH ANC:GR CHART CJ+ BACK OF THIS SHEET E EXTERIOR E L E V ^ I T \I Is) NOT ALL EC -A'. 'BPTICnT HOOK S ABC 3E ARE SHO—APPLY On THIS DRAWING. ALL AP 1NST+lL+i 1Cn EM3C DMENT r SECTION: 'A-P', 'e-3' L HOOIT STRIP 3E TAIL APPLT TO INSTALLATION '(i ALL APPRGWED 1/a' MIN. [DNFtEXTR J ( 2 PANEL DOOR SHOWN IS) FLORIDAIDP EXTRUDERS a S SERIES SLIDING GLASS DOOR ii SHDvN THIS PRINT ALSO APPLIES T7 I 2DD0 SERIES AND SDD SERIES. LIBERA LLY APPLY J D REVI DESCRIPTION DATE I INI FLORIDA EXTRUDERS LIBER LL UN DER SILL - - I INI . INC. SANFORD FL. OR SET SILL IN BED !NS AL ATIC'N ANC:iCR OF C_,NCRE•E ins DIA. TAPCGN TITLE: SLIDING GLASS DOUR INSTALLATION WITH =8 SCRE C I N F-A. w'S DP.kNYN BY: --2 I APPROVED BY: iFEI 20iJ2I T E. !C: :`i lii SC=. LE: Ni: IDWG -'LE SDCc =r TEMPER D GLASS CTYP.) DOOR HEIGHT D CONCRETE OR SHIM. AS P,E'C'D _ MASONRY OPENING (SEE NOTES) eY CTn-RS CAULK-eETVEEN DOOR FLAN-_ L VGO: BULK CAULK BETWEEN PERIMETER FOOD BUCK t AULK 5T MAS'Y. OPENING OTHERS , BY OTHERS STUCCD By eTHEa% INSTALLATION ANCHOR CH SCREW (TYP, WHERE — TAPCONS ARE NOT REO'D.) SLIDING GLASS DOOR FRAME SILL D A { ( O 1M p 1 INSTALLATION ANCHOR 3/16' DIA. TAPCON INSTALLATION ANCHOR RB SCREW (TYP. 'HERE ONE BY WOOD TAPCCN$ ARE NOT RED'D.) BUCK BY OTHERS 1/4' MIN: I— EMBEDMENT 1 SLIDING GLASS DOOR FRAME I/" MAX. JAMB p y SHIM SPACE SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.)' DOORHEIGHT D EMBEDMENT A 1-1/4' MIN. d o A D D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR CF CONCRETE 3/16' Di A. TAPCON SECTION A -A TEMPERED GLASS TYP.) PERIMETER CAULK BY — OTHERS S.G.D. WIDTH I ^-- I/' MA 1. SHIM $PAC- 1 )/A- MIN. iEMBEDMENTONEBY WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK t MA$'Y, OPENING By OTHERS SHIM AS REOT- - j (SEE NOTES) MUST ALLATION ANCHOR 3/16' DIAL TAPCON Q CAULK BETWEEN DOOR FLANGE t WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS CONCRETE OP MASONRY OPENING BY OTHERS INSTALLATION ANCHOR CAULK BETWEEN 3/16' DIA TAPCON WOOD BUCK t MAS'Y. OPENING BY OTHERS SLIDING GLASS DOOR \ a CAULK BETWEEN HOOK STRIP HOOK STRIP 6 a WOOD BUCK I 1-1/4' MIN. EMBEDMENT Q I d T ME BY WOOD BUCK BY OTHERS STUCCO BY OTHERS A1 lAAlA 24AMEWAL B.O.A.F.TEMPERE GLASS / RAB W: ( TYP.) SECTION B ACq RESLIDING GLASS nooP. , o INTERLOCK MASTER FILEHOOK STRIP DETAIL PIlIES _ I) DOOR MATERIAL- ALUMINUM ALLOY 6063. 2) TAPCTYPE INSTALLATION ANCHORS MUST BE OF SL FICIENT LENGTH TO ACHIEVC MIN. EMBEDMENT or INTO MASONRY OR CONCRETE. 31 ALTCRNATE IAPCOH INSTALLATIO•N,ANCRURS FRONT TO BACK IN ALL FRAME MEMBERS. 4 31 APCON ANCHOR CHART OH BACK OF THIS SHEET. 5) US SiLICONI ZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MEAD t JAMBS. 6) USE SILICM12ED ACRYLIC CAULK FOR PERIMETER SC AL AROUND EXTERIOR OF DOOR IF EXACT DOOR SIZE 12 HOT LISTED IN ANCHOR CHART, USE ANCHOR OUAM1IT1 LISTED WITH MEXY LARGER SIZE. FGR THE APPROPRIATE DESIGN PRESSURE REO'D. BI FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE t COMCIGURATION TO FINISHED OPCNING PLACE TAPCONS. IH FRONT OF NOOK STRIP AS SHOW., I 9) - GLHA ASS THICKNESS MAYVARYPERREOWREMENTSOFASE1J00GLASSCRTS. 0) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 98 SCREVS I or SUFFICIENT LENGTH TO PROVIDE MHL 5/8' EMBEOMCMT INTO WOOD BUCK. IN DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR IMS-.TI.G GLASS. 12) JAMB / SILL CORNERS ARE TO BE SCALED WITH A SMALL HINT SEAM SE AL CR. IJ) SHIM AS RED D. AT CA. SET a INSTALLATION ANCHORS. •a AL LCWA8LE SHIM STACK TO BE 1/A'. IA) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. IS) .HERE — REPRESENTS NOVING PANEL AND 'D' REPRESCNTS FI.ED PANEL APPROVED CONFIGUPATIDNS ARE AS LISTCO ON AMC HOR CHART NR BACK OF THIS SHEET. 61 NOT ALL CCNFIGURATIOHS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOVEVCR IHSTALL.71CM EXTERIOR ELEVATION - SECTIONS ' A , '8-1- L HOOK STRIP DCTAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN CON" I GURPtIDNS. 11 INST ALL. LINE TAPCON IN EACH PAIR or FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR CHART. SEE BACK OF THIS SHEET. I., FLORIDA Ea' Ru DCRS IWO SERIES SLIDING GLASS' DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO ZOOO SERIES AND 500 SERIES. - REVI DESCRIPTION DATE INI F L [IP I D A INT.RINC.RS SANFOP.LI FL. 1 I I TITLE: SLIDING GLASS DOOR INSTALLATION `,I T H T APC NS 1 I I I DRAWN BY:BB I APPEOVED BY: 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 PSi TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 xx, X, XO 48 X 80 3 3 3 4 4 4 3 3 4 506E XX, OX. X 60 X 80 3 3 3 4 4 4 3 4 4 6068 XX, OX, X 72 X 80 4 4 4 4 4 4 3 4 5 6068 xx. x, X 96 x 80 5 5 5 4 4 4 3 4 5 10068 XX. Ox, XO 120 x 80 6 c 7( ) 4 4 4 3 4 5 5080 xx, OX, x0 60 x 96 3 3 3 5 5 5 4 5 6 6080 XX, x, XO 72 X 96 4 4 4 5 5 5 4 I 5 6 8080 xx, Ox, XO 96 X 96 5 5 5 5 5 5 4 6 6 10080 xx x, X0 120 X 96 6 A 7 5 5 5 4 6 6 50100 xx, Ox, X0 60 X 120 3 3 3 6 6 6 5 6 7 60100 XX, x, XO 72 X 120 4 4 4 6 6 6 6 I 7 8 80100 xx. x XO 96 X 120 5 6 6 7 (DI) 6 8 9 9068 x0 109 1/8 x 80 5 5 6 a 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 7 9 02) 4 4 4 3 4 5 15068 OXO 181 1/6 X 80 8 1002) 1 ( 3) 4 a 4 3 4 5 9060 xO 109 1/8 X 96 5. 6 5 5 5 4 6 6 12080 Ox 145 1/8 X 96 7 8 D1 9` 5 > -" 5.=i 515 a 6 6 15080 Ox 181 1/8 X 96 8 5 5 4 6 6 90100 OXO 109 1/8 X 120 5 5 6:;.^.h1 s;: r Dll 6 I 8 10 120100 OXO 145 1/8 X 120 7 6 6 7 (D1) 6 8 10 9068 XXX 106 5/8 X 80 5 5.,...,-- _ 5--. -.. -. 4 4 - 4 3 4 5 12068 XXX 142 5/8 X 80 7 7 . 8 (DI) 4 . 4 4' "; 4 3 4 5I15068XXX1785/8 X 80 8 1 1 4 4 3 4 5 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (D1) 9 (D2) 5 5 5 4 6 6 15080 XXX 178 5/8 X 96 8 3) 3 5 5 5 4 6 6 90100 xxx lUb 5/8 X 120 5 2 6 6 0 717 6 8I I10oxxx1425/8 X 120 7 na in rn 6 6 6 8 1100 10068 OXXO 119 5/8 X 80 6 6 7 (D1) 4 4 4 3 4 12068 OXX 143 5/8 X 80 7 7 8 (DI) 4 4 4 3 416068OXXO1915/8 X 80 9 10 (61)412 (D3) 4 4 3l) 4lHdXXO15/b X 7b b 6 7 (D1) 5 7 3 4 b12080OXX Oxxo I 143 5/8 x 96 7 8 (D1) 9 (D2) 5 5 5 4 616080OXXO1915/8 X 96 9 1 (n3) D5) 5 5 5 4 6 7120100Oxx 143 5/8 X 1201191 9 (D2) I 10 D13) I 6 6I 7 (DllI 6I 8I 10 160100 Oxxd 5/8 X 120 10 (D1) 13 (D4) 16 (D7) 6 6 7 (DI) 6 8 10 10068 xxxx Ili 1/'I X 6 6 4 4 4 J a 12068 XXXX 1141 1/4 X 80 7 17 18 (Dl) 4 4I 4I 3 4I 5 16068 xxxx 189 1/4 X 80 9 (Dll 0 02) 12 (Dv 4 4 4 3 a 5 10060 XXxx 11 1/4 x b 6 7 (DI) 4 6 12080 xxxx - 1141 1/4 x 96 7 18 (D1) 9 D 2) I 5 5 5 I 4 I 6 I 6 soeo XXxx 189 1/4 X 96 9 <Du 4> 3_( s) 5 5 5 c 6 6 100100 xxxx t7 I/4 x 120 6 6 D1) 6 6 D1) 6 8 10 l"c0!00 xxxx 141 !/4 X 120I 7 8 (DOI 0 (D3) 17 6 6I 177 (DI) 6I 8I l0I160100XXXX1891/4 X 120 i0 (Dc) 13 (n5) 15 (D7) 6 6 7 (Di) 8 0 V v WlnorEB ANCHOR NOTES: 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE, 'D1' 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) 'D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) 'D7' MEANS. INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT "TO INTERLOCK OR BUTT STILES IN HEAD S SILL. B: SECONDLY. AT EACH END OF HEAD SILL NEAP. JAMB CORNER., 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 JAMS NEAR HEAD & SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. nn n EXTRUDERSFIORI F-1 INT. INC. SANFORD. FL. Till-C, SLIDING GLASS DOOR r TAPCON G_aSS CHART n N.• , =x902- CIVjL TS. - - GA- 6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 758 705 705 705 705 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 31 27 23 22 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 8 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 4 t? FLANGE VERTICAL P.W: SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48.000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 CA020036 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-0365 / FAX 407 805-0366 01-1201 DIG Ne: 0EN-0453 SEE NOTES - 2 & #3 D d MULLION INSTALLATION ANCHOR ANCHOR D BRACKET TYP.) 0 WINDOW D FRAME SILL 8 SELF TAPPING D CTYPJ SMS CTYPJ MULLION D a 1-7/8" INSTALLATI NANCHORANCHOR BRACKET v CTYPJ a D MULLION 1-7/8" DIE NO, 1447 PR . •, D — SUBSTRATE v AC` `R NAME e MULLION a NCI L U DIE NO. 1447 D 1-7/8' WINDOW FRAME HEAD pp t 1ER FILE # 6 v a SECTI N B-B D v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE N. 1447, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS HEAD TO SILL. STRUCTI N ATTACH MULLI N TO SUBSTRATE WITH 3/16' DIA. 0 2) IN MAS NRY C N , CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4' MIN. EMBEDMENT INT CONCRETE OR MASONRY. 3) IN WOOD FRAME C NSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 3 OF SUFFICIENT LTH. TO ACHIEVE 1-3/8' MIN.EMBEDMENT INT WOOD FRAMING, 4) MULLION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. GENERAL ALUMINUM CORP, CARROLLTON, TEXAS Tine, FIN H RIZ NAL MULLION INSTALLATION DETAIL .- ALUMINUM TUBE MULLION, DIE NO. 1447 EXTERIOR ESE V A T I N el! d'C, AREA __-- DRw BB APRVD __-- DATE3/17/O2 ATL VG N HALF - - y VT/PTi ---- SCALE M --- GEN 0453 PkPARE4 qhV PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKVY., HEALHREN. FLORIDA 32746 PHONE 407-805-0365 fax 407-805-0366 Y 4 4 /q 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 n 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 MULUON 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-M5 / FAX 407 805-0366 CA020040 12Jan-2002 01-1201 DING, No: 4-0450 MULLII ANCHI BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) II I II 8 SELF TAPPING I II SMS (TYP.) I II I II II I I IVI VLLI VIN DIE NO. 1448 SECTION A A MULLION ANCHOR BRACKET MULLION DIE NO. 1448 INSTALLATION ANCHOR TYP.) SEE NOTES 2 & #3 EXTERIOR ELEVATION MANUFACTURER NAME ° N07ES: ASTER FILE a3.-,z 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO, 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP SIDE. CARROLLTON, TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MI.N. EMBEDMENT INTO WOOD AREA: - - - - DRN: JS APRVD - - - - DATE: SCREWS FRAMING. WT/FT: __-- SCALE: HALF MATL:---- DWG NO: GE` -C. PREPAP.ED BY; PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY. HEATHROW. FLORIDA 32746 PHONE 407-805-0365 FAX 407-=_.5-CHA N GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 18.000 24.000 30.000 36.000 48.000 53.125 36.000 506 427 390 379 379 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 / FAX 407 8054)366 CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 1k &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION #1448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 8 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 I D T.9Ti9 4 H TESTED IN ACCWANCE WITH STANDARD BUILDING CODE, CHAPTER 17. TO A POSITIVE AND NEGATIVE 37.5 PSF. - 2. DASH NLA6EFIS REPRESENT vARIQ)S SECTION I-EIDi75. 3. FOUR SECTION 7• Hia DOOR HIGH DOORS HAVE FIVE SECTIONS. 4. SECTION HEIGHT OF 20.812. 19.00 ! 16.75 ARE AVAILABLE AND MAY BE USED IN MOINATION TO ACHIEVE VARIOUS HEIGHT DOORS. 5. D.60SSI,ENT PAITERN SHOW. OF 14, 50 X 20.375 SHO. AL(ERNATE P5 ATTU;t OF 12.50 X 43.375 MD 12.50 X 20.375 ANY BE USED. 6. TCRSICIH SPRINGS SHOWN. EXTENSION SPRINGS AVAILABLE. 7. USE THIS BRACKET, REF. P/N 405964-0002. ON 8' HIGH DOORS ONLY. PANEL 8. WINDOW MAY BE INSTALLED IN THE TOP SECTION OR THE SECTION SECTION IM.EDIATELY BELOW THE TOP SECTION. 2X 6VAiOD 1 N.6 - 2' " X 4" ' W000 1AIr9 - OR EQUIVALENT VPIN405964- 0001 TRACK BOLT 5/ 16 X 1 3/4'REF LAG SCREW - DETAIL " E" SCALF- 1/9 WFATHF l OPENING /SIGHT T VARIES) 8.51Es, I I oev4IN;.NE LTrIT MINA 11• i 4 9. THE STRUT PLACENENT ON LV./CRS CONSTRUCTED WITH 5 OR MORE SECTIONS MJST BE T' InrP CONS ISTEN7 WITH THE DOCK SHOWN. THE STRUTS FOR THE ADOIYICNAL INTE 1 T E R FILE A REV J 8 REV SECTIONS ARE 10 BE PLACED AS h-NDWN ON THE THIRD SECTION. /-*`pj„M{ ' EV 10. THE STRUT PLACD.ENT DIMENSION ON ALL SECTIONS LESS THAN 20. 812-: BE RECUCED BY THE DIFFERENCE BETWEEN THE ACTUAL SECTION HEIGHT t 20.812'. ® 11. SCREW P/ N 605911-0001 IS A 1/4' CIA X 518" LONG TYPE AB HEX HEAD METAL SCREW 12. POST TO BE INSTALLED ONLY WHEN HIGH WIND WARNINGS ISSUED. 13. STRUT PLACEMENTS CAN VARY :J". 14. QNNTITY FOR LOCKS CAN BE 0, 1, CR'2. _ TRACK 968 END HINGE 2.093 II DOO I II VIEW "D- b- 2 • TRACK I - 9 TH( ( VERTICAL) int=26tl SECTION "C-C" 2• X 6• WOOD JAL13 21 x 4• w000 JAJ.g "D" SCALE: 1/2 OR EQUIVALENT. IZOJTAL de CC4,. NT EREULLANCE LANCE I R. OPTIONAL SPLICE IN HORIZONTAL TRACK AT 407605-0004 TOP OF RADIUS TYP 2 PLCS 404828-000-0003 D" -. TYP2 PLCS 046450-0003 So TYP 2 PLCS 400650-0001 HS- 1 TYP 3 PLACES2 FIXTURE OPTIONAL WINDOW DETAILIA SCALE:3/32 400650-0004 SPRING ANCHOR SHAFT TOP ONLY F BRACKET L- - DETAIL "F" SCALE: 1/4 III$ WIDE) CENTER STILE P/ N 4.8.80-0004,5.E a2 3 PLCS) 407603-0001 9 PLCS) 5. 00- 36. 00 E-B- B. . Q. T L4. - C. STANDARD TRACK DETAIL FOR 16' 405771-0001 P/N 409327-0001 404825-0003 SCALE: 1/16' - 1• 16-0' MAX. WIDTH SCALE: 1/18"- 1- SERIES 280 TFRLI 289 ARE EQUIVALENT Cl.YNSTRILCTION 25CA STEEL INTERIOR ELEVATION SERIES 180 ARESMCPWrRL.CT1CN AS SERIES 280 ONLY 24CA STEEL AIID EPV CAPS `' I^I DOOR TESTED WAS281SERIES. Ou NIgTH CENTER STILE ETD STILE ROl 9T FT STRUTS/SECT. ROLLER INERT(T H4RDWARE EDOOR J FOADT)_ 16' 3 SINGLE I YES FHSI 049 100 STD. wse roAs, roerwesa I,sps4.l,a a sns aws s4x1 ,sc ,40011+ a W omr mvawr,a, aw ro n wm Is m+mrz rr •`• • r":1iw eaR4ars. ro ww AsmWq nwm e... ro rT rl t Ia1RUtm P Ifm N rvAnlR wwsae na®,om. nsax r,[ a10 wa)av awe omr msa.na.,a.o ..ter A' LER SEE NOTE 4 401199-0001 TYP 2 PLCS 404828-0003 TYP 2 PLCS j --1 7/ 8' TlHK. SECTION SCALE: 114 w v "F" 06, 1601-0000 Iq DESIGNLOAD 21 25 PSF- + 86® 17.- 0• SHOWN, TrST LOAD 37.5 PSFMAX. NEI GHT.57® t !1 12" 14 405771-0002 - '+- 104828-0003 - AAO a+, s[ out SERI ES ' 280 ItTm0 rw M. TOIN L$ 01/13/98 REST STTL OR 16-'-Q" AIAX o4ms sr. WIDTH. 1411D11N0' N/A DA1/ID FA 02/19/98 a,v.. o- 409335 r s rrr. wma: EAOH DAVI1 FAN I 02/19/98 +ads. Rt1 vamia 0575 D-IOR 1 3/4' W/ 4-5/16 X 1 3/v o LAG SCREW 6.04 o 00--n{ P/N 409128-0001 PLATE,HASP 1 I2 T/16 106 1W. O O 070 MIN P/N 401199-0001. TOP FIXTLRE ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 2 1 1 /32' }----- 091 MIN-1—I N 0 to- 3 9/16'J.- 2 7/16' P/N 405771-XXXX BOT. FIXTURE FOR 180/280/2901390 SERIES ATTAO4 TO DOOR WITH 3 SCREWS P/N 605911-0001 LENGTH DOOR WIDTH - 1'y 1 7/8 5j//8 MIN THc PM 400650-XXXX, ROLLED HS-X STRUT PART N-MBERIMINJI-Xi STRUT 400650-0001 .030 1 HS-1 400650-0004 .020 HS-0 0 0 0 21 -ROW O O J 4 5/8' O O O I j.---3' --n{ P/N.061601-0000, SLIDE LOCK ASSY 0575REF. 2 9/32 070 MIN 1• 0 7— 000 3/4• L—1 1/8-1 1 3/P--j--n{ TL 0 I I I 3 3/16 C STRUT - 2 9/32 _ 0 0 _ o o •H• F- o o I t/2• H o Q 2 3/6' OOO A MIN I j O - i 1 ° 6.00 7/16 Eo 0 .708 MIN—}- 108 MIN 3 3/16 O P/N 405954 k 046450. BRACKET. SCAB P/N 405964-0002, BRACKET, SCAB JOINTI j PM 407603-0001, CENTER HINGE o , 0 o STEEL DOORS PART. MA6ER 't' ATTACH TO DOOR WITH P/N 407605-XXXX, END. HINGE 405964-0001 3-t14 4 SCREWS P/N 605911-0001 RESID. STEEL DOGS O46450-0003 4' L-5.00--- PY T NI.eER 'hr PM 409331-0001 PLATE.- FLOOR 407605-0002 .85 SCAB BRACKET DETAILS w7w5-0003 1.10 4 58 2.765...4I .156 DIA 4071105-0004 1.35 DOOR I 4o7ws-oaos 1. w T—((((('1 7-r (' F,,. r r f ?.` I, r p F f"X. SECTION - .0 ATTACH TO DOOR WITH 1.80 V . w t L L•et.s . Kohl. Ira I I 4 SCREWS P/N 605911-0001 i— POST F-3.00- { .375 DIA -4 --.44 .44v - P/N 404828-0003 ROLLER ASSY, TR-1 ram - P/N 608069-0001 PIN TR-1 ROLLER LOAD: 50 LBS. MAX. GTRI IT I 7- HIGHDOOR IZ i— I— POS ASSY SHOWING FLOOR PLATE PM 409326-X)= POST ASSY, VERTICAL LATE 1.25 187 3-.25 1 2.50-1 REF T— I 1 0 O 4.00 p.\ 25 I p JI_ 375 DIA 4 HOLES PM 468679-0001 LINK P/N 408876-0001 SLPPORT 1mYlOR - A M ..f h bol f1fIIV'Of OaYI fOtOYg1 . ,p4 204xtw s a k owes¢ Mrff YPIu1M MAC RfIC00 Ml. M WIOI= Wm 0 N Ntf/I011[ . w. Me om® asot n gvtt>r latff4ro. s a.etfie m'P'tT tww w .r. tmll Mf flQf Y M !f(. 40B794- 0001.2.3 TER STILE STD O4 180 SERIES / P/N 408680-0004,5,E N07.. RE0'D ON..280 SERIES-.. 1105911- 0001 OR 105879-000l(SELF-DRILLING) SECTION -G-G- STEEL StRi1TS 416' WIDE DOORS) - ._ O.. i i PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIANII-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLOMDA 33130.I563 305) 375-2901 FAX (305) 375-290S CONTIL• CTOR LICENSING SICCI'IO\ 305) 375-2527 FAX (305) 375.2551, CON'1'1L•\CI'Olt F.NFOItCE:\ILN'I' DIVISIO.N 305) 375.2966 FAX (305) 375.2908 PItoDUCr CO\1'ROL DIVISION 305) 375-2902 F.A-K (305) t 72.6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Glazed Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County governing the use of 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 't is determined by BCCO that this product or material fails to meet the requirements of the South Flor a Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.17 EXPIRES: 04/02/2006 R.11.11 xocirlgucz Chicf Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIiNIITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildin; Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. Francisco J. Quintana, R.A. Director Miami -Dade County APPROVED: 06/05/2001 BUIlding Codc Compliance Officc s0450001\pc2000\\templates\notice acceptance cover page.dot PRODUCT PERF RmncE DATA QUM IL METAL -EDGE STEEL000n in wooD pme PRODUCT CERTIPICRTIOn SHEET 01-0-2, i d 6)AISW Valid for the following side -hinged door arrangements (Sheet 1 of 2): 131.11ZEDnoons - Gv, nOMIflflL HEIGHT. RE Single Door with Sidelite on Hinge side FR 0 0 Single Door with Sidelite an Strike side N3 i Mi. WzS. is e rri MI -A 0 Single Door with 2 Sidelites Double Doors DOOR STYLES - 114 GLRSS: 0000 130 EME 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLBSS: m-34, 105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24 R/L Series MULTI_ME_STL_WD_GLZ-1 Enterprv- En" Sy5tcm5 4_1 our co" WcQrW CO Pfcdud imam *M rNkil sPrAlliom dap W two" daW wbita to Owl MiUTA noun... mill, CODE 1111111111,1211 PRODUCT CERTIPICRTIOn SHEET Valid for the following side -hinged door arrangements (Sheet 2 of 2): 314 GLRSS: Ig1T1 uu 404 Series 410 Series 450 Series FULL GLRSS: t wr. 109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series SIELITE STYLES: u yy Nx 680 Series 129 Series 200 Series 12R, 12L, 2313, 450 Series 152 Series 149 Series 23L,24R,24L Series UP tSo`S --Sp,s IMPACT No MULTI_ME_STL_WD_GLZ-2 Entergy- Entry Systems ro OY/ lOnMMinn NMna M ft av Premdor Entry Systems ACCEPTANCE No.: 01-0314.17 APPROVED JUN O 5 ?OCt EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS L SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.19 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/E Inswing Glazed Double Residential Insulated Steel Doors w/Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1028-EM-I, Sheets I through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites with 1/8" Glass- in a Wood Frames with a Bumper Threshold Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, 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 pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 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 arc 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): 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 ida Building Code SFBC) in order to properly evaluate the instal 'on Qf this syst Man el Perez, P.E. Product n of Examiner Prod ontrol Division J J Premdor Entry Systems ACCEPTANCE No.: 01-0314.17 APPROVED JUN 0 5 2001 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 I, 2 and this last page 3. END OF THIS ACCEP NC Manuc crc , P.E., Product Co Examiner Prod uc ontroI Division 7 PRODUCT PERPORMRnc6 D HURRICANE CODE $ METRL-EDGE STEEL DOORinWOOD PRRME PRODUCT CERTII`ICATIon SHEET Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLRZED DOORS - 6'8" nOMInRL HEIGHT: O O Single Door with Sidelite on Hinge side M Single Door with Sidelite on Strike side x yam: 0 O f. C ;; Srt L:Y rLY LN Single Door with 2 Sidelites Double Doors DOOR STYLES -114 GLRSS: Y BOB 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLRSS: r ` Sbry L - r'. f ' f1 y,S. C, 1"... k } 5 105 Series 106, 160 Series 129 Series 200 Series 12 R/L, 23 R/L, 107 Series 108 Series 304 Series 24 R/L Series J I MULTI_ME_STL_WD_GLZ-1 t ntergy- Entry Systems Our dlmkwing propnm or product snpr Morel makes specik alon; design and grow detail subita to cMnge wiM police. j PRODUCT PERPOR.mRncE ORTR METRL-EDGE STEEL DOOR inWOOD PRBME PRODUCT CERTIPICRTIan SHEET. Valid for the following side -hinged door arrangements (Sheet 2 of 2): SM GLASS: als all 130 404 Series 410 Series 450 Series FULL GLASS: MIN R. 109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series SIELITE STYLES: W 680 Series 129 Series 200 Series 1 2R, 12L, 23R, 450 Series 152 Series 149 Series 23L,24R,24L Series IIP+S0 I E SC), !T IMPRCT F-MULTI ME-STL-WD-GLZ-2 EntergyEntrySystems our 1:01,00,1* Provam 01 Pro" knolove'"e"I MINUS swificatiolts. onion V4 ~ dew subim to chwq, !!ithoul notice. M,IAMIDADE NI IA NMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-[)ADE FLAGLER BUILDING 140 WEST I'LAGLER STREET, SUITE 160 MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-290 1 FAX (305)375-2903 Premdor Entry Systems CONTIUCITOR LICENSING SI•:rrwN 911 E. Jeferson, P.O. Box 76 (305)375-2527 I.AX(30s)375-2558 Pittsburgh ,KS 66762 CONTRACTOR EN FORCE.N I ENTDIVISION 3os) 375-2966 FAX (305) 375-2901%' 1'I(ODUCI, CONTROL DIVISION 305) 375-2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door under Chapter 3 of the Code of Miami -Dade County governing the use of 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.: 01-0314.20 EXPIRES: 04/02/2006 Raul I<oarlgucz ChleF Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW COMiNlITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Forth above. g(F - d Francisco J. Quintana, R.A. Director Miami -Dade Cunty APPROVED: 06/05/2001 BLI11ding Codc Compliance Office s0450001\pc2000\\templates\notice acceptance cover page.dot M Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 05 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.22 which was issued on April 28, ;000. 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/E Outswing Glazed Double Residential Insulated Steel Doors with Sidelites and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1028-ENI-0, Sheets I through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidlites with 1/8" Glass in a Wood Frames with Bumper Threshold (Outswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/1 1/00, 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 pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active Icaf of this approval. 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): 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 orida Building Code SFBC) in order to properly evaluate the install, ion ofthis systc Man I Perez, P.E. Product o trol Examiner Prod Control Division Premdor Entry Systems ACCEPTANCE No.: 014314.20 APPROVED JUN 0 5 2001 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 scaled 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 OFTHIS ACCEPTANCE tvlariU4 Perez, P.E., Product Co o Examiner Produ 6ntrol Division PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES W/ 1/8" GLASS - IN A WOOD FRAME W/BUMPER THRESHOLD (OUTSWING) 146 1/2' MAX 37 1/4' 37 1/4' MAX MAX MAX 1/2' X 2' LONG STAPLES MAX 5' MAX MAX SEE NOTE 5 MAX 4' MAX 5' MAX MAX 15' O,C. Is' D.C. S' O.C. 15' O.C. I5' O.C. 15' O.C. 15' O.C. 15' O.C. MAX MAX MAX MAX MAX MAX MAX MAX MAX B C 17 I/ ' MAX O.C. SPACINGG 1 17 1/ ' MAX O.C. SPACING 17 I/ ' MAX O.C. SPACING 17 1/ MAX O.C. SPACING p10 + I ICA MINIMUM CNBPCI JAIZ) PCR N2' I SILL, (5) PCR JAMB MAXC-- I ALTERNATE- 3/16' PEN TAPCONS ,• 15' O.C. 15' O.C. 15, O.C. 15' O.C. IS' O.C 15' O.C. 15' O.C. 15' O.C. 1 I/Z' MINIMUM EMBEDMENT MAX MAX MAX MAX MAX MAX X MAX MAX o_— 4' MAX 5' MAX MAX O S' MAX K. MAX MAX E10 K 1 1/2' MINIMUM EMBEDMENT U2) PER HI l SILL. (5) P(R JAMB' AL IERNATC 3/16' PFH TAPCONS 1 1/2' MINIMUM CHBCDMCNT XIO01 X 2' F.H.V.S. IN EACH INSIDE JAMB Dl ,SI nlLE j 10, D.E..7// M AC'H, I ] 16' w6,0i ,n o, ani 0rM slotsi_._._._. 1._. 43 I /16' MODEL 660 SCAICS j — j 18' O.C. TOP Of DOOR TO OF LOCK OR ML1) 0(,0100 Moou Bza 22' x 64' i KVIK SET LOCKSCT MAX DLO MOOCL LOC L SCPICS0MCL100iOCKSETMoonIo0 j 1I IB' O.C. I I II I O.C. IB OC I i j ii ii6' AX ATTACH ASTRAGAL THROW BOLT 48 x I' LONG STRIKE PLATE TO THE HEADER IN ALL REMAINING AND THRESHOLD WITH 410 x 1 3/4' HOLES FLATHEAD SCREWS NOTES: 1.) WOOD BUCKS BY OTHERS, MUST BE ANCHORED 48 x 1 3/4" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FLATHEAD SCREWS 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, ASTRAGAL 9, MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY STRUCTURAL WOOD BUCK. F, MASONRY OR CONCRETE CONSTRUCTION WHERE ODOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. ILL ANCHORING SCREWS TO BE 410 WITH UM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE 60, 11/16' MAX I/2' M 2' TONG STAPLES SEC MOTs S R.H. OUTSWING L,H. OUTSWING DESIGN U A N WHERE WATER INFILTRATION REOUIREMENT IS NEEDEO i WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED Positive 50. f N iv PISfTAV x F APPROVED A5 Curb L I (W' Vr; I rs T'M SOUTH FL•QFJQII BdIL DING CODE BY GU/J IJ,(V O( 1 J Oi PRODI T C NTROL DIVISION BUIL CODE COMPLIANCE 0 ICE ACCEPTANCE NO, 01. 0314. z o LL. 9/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT r 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-DADE COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED IN APPROVED' SHUTTERS NON -HABITABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO 5, THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES ACCEPT WATER INFILTRATION, AND DOOR, THREE STAPLES PER JAMB INTO THRESHOLD ON SIDELITES AND DOOR. C DADE COUNTY MODIFICATIONS )//00 JO 6. LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE LIMN& LKISS W110, FRAC TLC ' #91 PA (OPTIONS) 9 as JAMBS AND SIDELITES, [XIMIONS DIESS ICICO, S11 CDR. IEL'S Ap ADD OTHER DOOR CONFIGURATIONS zn891 7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE PARTNAq; EAgXIDM[l EDZ)).=.(OD VRIRUIIES OA( BT CORNERS ARE COPED AND BUTT JOINED. GIZ By m - - XA r SCAL : N.T S. 8. INHIIBITIVE PRIMER PAS SHALLBEINTPWITHEADRYHFILMATICKNESSDOFOBOXYO ;2 MIL. PREMDOR ENTRY SYSTEMS 31-1028-EM-O 9. FRAMES SHALL BE PRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ "' E. JEFFERSEW SHEET 1 OF 6 VATER- REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. PHISBL%, XS 66762 REVISI[ N LEII[R c 1 4 9/16- 1/4• SHIM MAX GLAZING DETAIL SHERVIN WILLIAMS 850A EXTERIOR GRADE LATEX CAULK EXTERIOR INTERIOR 112' GLASS BITE v 8• TEMPERED GLASS EXTERIOR Uu1Jwllvu 111 1/4' MAX o Xx OTHER CONFIGURATIONS MAX 111 t/a• I _ 74 MAX MAX ^il XX 74 I JI 743/a• MAX I" MAX I MAX MAX 37 1/2' MAX xo aX all 3/ 4• APPROVED AS COMPLYING WITH THE D ADDED PAGE 5 (DOOR OP(IDNS) -t-To SOUT& CTROL LDI LIMIT& 1K[SS gl[0. TVC QC AtC ADD SCREVS TD LITE FRAMS L 5," [ T(d61D& ul[4101[I. sit IDY 1D.S A ADDOTHER DOOR C(]?fj0 RATj0NSD TlIfgvisI06DN[DYPRODDIVISIOtI PREMD R ENTRY SYSTEMS 31-1028—EM-0 BUILDING CODE COMPLIANCE OFFICE Ai L N[ $HEFT 2 OF 6 PIIISiRL, Q (£162 ACCEPTANCE NO.OT_ 0 31 Y. 20 , • B41( DM 1(II(F F' I 80 1/4' SHIM MAX F-3/4' SECTIGN B-B 2 BY WOOD BUCK 64" MAX DLO 1 3/4" 4 9/16" INTERIOR 1 1/4" MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS 01 WOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT Q COMPRESSION WEATHERSTRIP EM- 5 LOCKSCRE N BRAND LOXSEAL 9650 (BRONZE) 30 ALUMINUM ASTRAGAL M-t PREMDOR BRAND OR EQUIVALENT- 5/8' ALUMINUM ASTRAGAL ALUMINUM -BUMPER THRESHOLD EM-15 PREMDOR BRAND OR EQUIVALENT - 11/4' x 4 9/16' 50 TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN 26 gi C017 sL04 -000) miix'THICIo[ARP TENSn PSI ST Zp[RI IS F' O Pot YURETHANE FOAM CORE BASF FOAM - DENSITY 2-0 TO 2.5 1b5./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/16' - 20 GA STEEL WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT 1D STRIKE STILE EM-06 PREMDOR BRAND - 1 II/16' - 20 GA STEEL Il HINGE STILE EM-05 PREMDOR BRAND - 1 11/16' - 20 GA STEEL 12 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 FM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 410-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 16 N10 X 2" F.H.W.S. 5) SCREVS THROUGH HINGE JAMB INTO SIDELITC JAMB, 8' DOVN FROM TOP, MAX 18' U.C. THEREAFTER 11) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, V DOVN FROM TOP MAX 8' O.C. THEREAFTER 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOVN FROM TOP, MAX 15. O.C. THEREAFTER 17 nD FxFH V/MINI V I 1/2 EMBI/,- E OR3/16' PFH TAPCDNS V/MINIMTM I I/2' EMBEDMEMi REFER TO ELEVATION VIEV, FOR u OF SCREVS USED AND LOCATIONS 18 410 X 3/4' F.H.W.S. 2) SCREVS PER HINGE INTO JAMB 19 48 x 2" F.H.W.S. 2) SCREVS AT EACH STRIKE PLATE 0 LOCKSET IKWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 0 410 X 1 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB WOOD SIDELITE JAMB EM-18 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 22' X 64' SINGLE PANEL GLASS EM-19 TEMPERED GLASS IN POLYPROPYLENE FRAME- DC-1643 - (ODL-2 CLEAR TEMPERED GLASS SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 FOR SIDEMTL. TOBYSIDEBE PINE ORJAMBS" AS MULLIONS NT - ITEMS ARE MOLDINGS USE[ WOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT POLYPROPYLENE LITE FRAME DC-1643, ODL-2 HP Polypropylene by ODL 6 X 1 1/2' PAN HEAD SCREWS SPACING TO BE 3' IN FROM EACH CORNER AND NOT18PERFRAMETOtOEXCEED14' OC THERE AFTER. SIDELITE STILES EM-26 15/16' X 1 I1/16' MTL. TO BE PINE OR EQUIVALENT n PIN NAIL 3/4' LONG NAIL. 4' IN FROM END, MAX 8' D.C. THERAFIER, USED ON MULLIONS AND TRIM DOW SILICONE #995 LIMITS UNLESS NOTED, FRAIL DEC. ANG B I DADE COUNTY MODIFICATIONS EXTRUSIONS: UNLESS NOTED, STD. EDM'L. TOL'S. I A hDDED PAGE 5 (DOOR OPTIONS) APPROVED AS CO'APLYING PATH THE nA ll L' IN1111hT I R ( - ) SOUTH F44,1pAffIN COCE DR. BY R. DATE - - MAi'L SCALE: DA JJllfnl oe PREMDUR ENTRY SYSTEMS 31-1028-EM-O eY 911 E. JEFFERSON PRODU CO ROL DIVISICN PITTSBURG, KS. 66762 All SHEET 3 OF 6 EULP.IN CODE, 1ANCEOFFICE ACCEPTANCE NO. _ - a Y.Lo a REVISION LETTER B o Dv x Innn DI Iry 1/z 3/4 T INTERIOR I 79 80 11/16" MAX 2 BY WO SECTION C-C 1 1/4" EXTERIOR E SEE "GLAZING DETAIL' NG #31-1028-EM-11 2 OF 6 1 1/4' l SILICONE #995 LIMITS: UNLESS NOTED, FRAC. ' DEC. ANf,. EXTRUSIONS: UNLESS NOTED, SIR COMT. TOL'S. N N APPROVED AS COMPLYING WITH THE SOUTH FL BUILDING CODE DR. BY R. DATE - E .IP 0 5 -' PREMDOR ENTRY SYSTEMSCY 911 E. JEFFERSON PROD T NTRCL DIVISION PITTSBURG, KS. 66762 BUILDING CODE CO3MP' 'OFFICE ACCEPTANCENO. 01 ,1q.zo I7 DADE COUNTY MODIFICATIONS MATERIAL WAS PFII YSTYRFNE ADDED PAGE 5 (nnoR opTI[W) ADD SCREVS TO LITE FRAME L MATERIAL LIST 1-1028-EM-0 SHEET 4 OF 6 REVISION LETTER p 0 OTHER BOOR CONFtGURATIONS Pt Ile n- ac r nc f- 11 1/rawYKW yr w nc YK +n j j 0 j yr + a c v.clW 11 yrnCYKIW j I I I 1 1 I 1 t 1 I r n nc u• a r iu u• r oz u- n r nc oxx 111 1/r 111 1/.• u- ac n• ac n• nc ]• pc w n• ac u• 1]L n- nL 5' ac u- nc n• ac n• IK u- ac. r ac u- pc roc ti, Y•... w I 1 • I 1 .., 1 w I 1 I 1 .., 1 w 1 1 w 1 w 1 1 11 yratvKiWpc at I, 11 I/r w v/ ac vKlw a jO O aG VKI.F O aC KIW // O j M II/It' m II/It' j/ O nc vKIW pL vKlw at vKIW nclvrlW j \ aL I,— j ocl/i.Klw 1 1 I 1 1 I 1 1 1 1 1 1 1 1 aNp. r nc n• r I3L u• p r ac. n- p u' p r pdL .- u- p sac n• p • pc oxx xxo xx i I r Ir u- nc r ac. u• nc Ir nc .., 1 1 1 1 nG YKIW I, Ile \ \ nLIYKIG 11 I/r I'm. ° / at vKlw 11„t \ ° \ ° G I j 11 Ile.+. O - 11 _ OC iMLIW r 11 Ilew nc Y IWpcvKlw , v l/r pc vKuc aGIYKIW _ QGIYKI.G 1 1 1 1 1 1 1 1 1 1 1 UYa S jL Is- n s• nc 11• a s• nc .. w w w w w ..a x0 oxo x LIMIii UNLESS NOTED, FRAC ' DEC ' ANG I I TEXTRUSIONSUNLESSNOTED, S10. COMl. WS. I ArFROVEDASCOMPLYING W11H114C PART NAME SOUTHFI' jy.ltj}Ji It G E OR. By ENETRY SYSTEMSMATE: SCALE: DAT 31- 1028—EM-0 BY 911E. JEFFERS[P1 PROD) 'r, 0;4TROLDIVI! I PI11$BUR6, KS. 66762 SHEET 5 OF 6 BUIU= ODE COMPLIANCE Or E ArrFP.,r,, Fw) 61-031L-2-0 REVISION LETTER o OTHER GLAZED DOOR-PANEUSIDILITE STYLES W/SURFACE APPLILU MUNIIM MAX 00 00 M, 00 00 on o 00 ioo 00 00 ooi o0 00 00 00 ° o„ PD- 18 PD-19 PD-20 00 0 goo PD- 35 PO-36 PD-37 36" M A X 79 1/16" 0 8 Mp SL- 10 SL-20 SL-30 II II II II IIIIIII /// 1/1 -111 1/1 , EM 111 i II 11 II II ;!114 111 // 1// Innl 111 111 111 :. ii II . Itli a III // /11 i +__ II I) I I l I II II :III! ' •' 111 III r II 11 :: -: _ I 11 III /// ICI .^• I P P '' '' '' 13 Doo DDD go 00 11 o PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-43B o D 0 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-908 SL-90C SL-308 SL-30C SL-70 SL-80 XTRUSIEHS UNLESS 0, SK Wil. 1QS APPROVED AS COMPLYING WITH THE 11R REVISIONS Dn1E PARI W& PRLMUUR UUUR OPTIONS H DAE FLpg{; A UI ING CODE B2 BY J.D.DAIE / / 1 )(AIL: SCALE: 6Y J` f' j 9 PREMDUR ENTRY SYSTEMS 31-1028-IM-0 PROUD` T NTFcOLDIVISION 911 E. JEFFMON SHEET 6 OF 6 6UILD!;:G COD` COt.1PUA 'CE OFFICE PITI$9lRG, KS 66162 T ;CE No f -O3 1 el. 2 ° REVISION LEI IER