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158 Venetian Bay Cir - BR04-001555 - SFRd em CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Morrison Homes 151 Southhall Ln #200 Maitland, FL 32751 407-257-6940 CRC 041929 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR SUBDIVISION e A4, i. PERMIT # () V DATE / OCo - UV PERMIT DESCRIPTION F PERMIT VALUATION Ua C) SQUARE FOOTAGE & 9 PLUMBING CONTRACTOR 0 d MISCELLANEOUS CONTRACTOR y r PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE L 1Y4EBPBa1T GSTEiIH — c PI.OHlI1A 0T / i OIATLei' City ofSanford Certificate of Occupancy This is to certify that the building located at 158 Venetian Bay Circle for which permit number 04-1555 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz Engineering: D Richards Public Works: P. Simmons Utilities: 08/26/04 08/27/04 08/26/04 R. Blake 08/26/04 Fire Department: Zoning: Morrison Homes C .- 09/15/04 Property Owner Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family Residence**** DATE: 08/25/04 l,P ss PERMIT #: 04-f9m l ADDRESS: 158 Venetian Bay Cir CONTRACTOR: Morrison Homes PHONE #: Danny 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ZEngineeri Fire Public Works []Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) A pprCERTIFCATEOFOCCUPANCY rREQUESTFORFINALINSPECTION New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/25/04 04-1932 158 Venetian Bay Cir Morrison Homes Danny 407-948-2953 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O.. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire PPublic Works [b/m"qMs 1 Zoning Utilities Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i CL d V , CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION z New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/25/04 04-1932 158 Venetian Bay Cir Morrison Homes Danny 407-948-2953 L FV e,' vI CL, CL fL 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 Xties xz t--t g/ o Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 8/26/04 12:47:29 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5View detail Opt Description 240865 23.19.30.502-0000-0460 158 VENETIAN BAY CIR PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information NO TWO STORY BUILDINGS PERMITTED ON LOT LOT 46 *************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-1555 PD 4-8-04 SEE REC#6606 3/4"WA METER SET FEE $190.00 PD 4-8-04 REC#6606 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) 8/02/2004 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 46 Venetian Bay, 158 Venetian Bay Circle To Whom It May Concern, The finished floor elevation of the structure located at: 158 Venetian Bay Circle, Sanford, Florida Legal Description: oy-tsss Lot 46, "Venetian Bay", according to the Plat thereof, as recorded in Plat Book 63 At pages 84 through 88, Public Records of Seminole County, Florida. Meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. d PUr Darae L. Przemieniecki Associate Vice President DLP/bb FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Read the instructions on Daaes 1- 7 SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: BUILDING OWNER'S NAME Policy', Number: MORRISON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number'. 158 Venetian Bay Circle CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 46 "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): 1P - ##' - ##.W' or ##.tom) ® NAD 1927 NAD 1983 USGS Quad Map ® Other: Plat SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 65. 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 139: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Bamer 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 UnderConstruction* ® 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. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from thedatum 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. 1 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) 00 o d) Attached garage (top of slab) 14. 8 ft.(m) E o e) Lowest elevation of machinery and/or equipment Cc - aservicingthebuilding (Describe in a Comments area) 14.5 ft.(m) AC Service E o f) Lowest adjacent (finished) grade (LAG) 14.2 ft.(m) Z .m o g) Highest adjacent (finished) grade (HAG) 14.4 ft (m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) FI. Professional Land Surveyor No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATI This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001. CERTIFIERS NAME Darae L. Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx &Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 E _ .. DATE TELEPHONE 8/0212004 407-78M808 FEMA Form 81-31, January 2003 VSee reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Una, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 158 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 ZoneAO and ZoneA (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for useas supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ 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 ofform. 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. ForZone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. I G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED I G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowestfloor (including basement) ofthe 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 1Iex el8soeia les Inc. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Surve CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 17°04'56" 75.00' 22.36' 11.26' 22.28' N 81°32'54'W C 2 90°05'05- 50.00' 78.61' 50.07' 70.76' S 45°02'50-E 6-BRICK WALL FD 8' LOT 45 WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 7.4 L I z— WZEW QF- W 32WW LU aZNWQ• o Ln 30 roz o 'A" GRADING 6.329 SO FT'. 9 cov. PORCH 1979 YORKSHIRE 'A 6 B- SINGLE FAMILY RESIDENCE FIN. FL. ELEV: 15 1 NO 0I 0 L 0.3' O (J SET p 0.2' 0.3 N&D SET Ln ( N N6DCIL EL r7. 5 iILD 8' 0/S Q) 00 13.1 r' W N N Ln O O O 0 M LOT 47 LINE BEARING DISTANCE L I N 89°54'38'E 60.00' L 2 S 42°26'00'W 53.59' L 3 S 89°54'38-W 1.75' REFERENCED BEARING P.C.P. S 89°54 38"W 64.00' P.C.P. \ CIL VENETIAN BAY CIRCLE (50 ' R/W) F " G TRACT PRIVATE ROADWAY CITY OF SANFORD LEGAL DESCRIPTION. Lot 46. - V E N E T I A N BA Y - according to the plot thereof as recorded in Plot „Book 63. SETBACKS: at pages 84 - 88 of the Public Records, of Seminole County. Florida. Front 25' Rear 20' FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" Side 5 ' Corner 15' according to the Flood Insurance Rate Map Community Panel Number Minimum Lot Width 60' 120289 0035E.Dated 04117195. City of Sanford. Community Number 120294) P.c.P. Note., Bearings shown hereon are referenced to the CIL Flood Zone determination was performed by graphic plotting from Flood hsuronce Rate Mcps by FEMA. No field by this Firm to of VENETIAN BAY CIRCLE Vertical datum is based as NGVD being N 89°54'38"E. Engineeringprovidedslrveyingwasperformed determne this Zone. The exact zone location can only be determined by on elevation on per by Neal H i I I Engineering. Inc. construction plans e r study. We assume no responsibity for actual flooding conditions concerning this parcel Job Number 2001. General Notes: C 1. This is a BOUNDARY Survey performed in the field on Q / ' d -d 4 Legend 2. No aerial, surface or subsurface utility installations, underground improvements or Temporary Benchmark O/S O.R.B. Offset Official Records Booksubsurface/aerial encroachments, if any, were located. assumed datum) PB Plat Book 3. Building ties shown are to the exterior unfinished foundation surface or formboard. BOW Back of sidewalk PC Point of Curvature 4. Elevations shown hereon, it any; are assumed and were obtained from approved CIL Centerline FCC. Point of Compound Curvature Construction plans provided by the Client unless otherwise noted, and are shown a CALC Central or (Delta) Angle CalculatedCB P.C.P. Permanent Control Point. only to depict the proposed or actual difference in elevation relative to the assumed Chord Bearing PG. Page temporary Benchmark shown hereon. CD Chord P.R.M. Permanent Reference Monumenl 5.T.Fe pare! sho:vll hereon is subject to all easements, reservations, restrictions, and C.M. Concrete Monument P/L P.O.B. Property Line Point ofCommBeginningRights -of -way of record whether depicted or not on this document. No search of the9YP EL. or ELEV Elevation (Proposed) P.O.C. Point of Public Records has been Made by this office. FINAL EL. Elevation (Measured) p 1 Point of Intersection 6. The legal description shown hereon is as furnished by client. FD. Fin.Fl. Elev. Found Finished Floor Elevation PRC. Point of Reverse Curvature 7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron Pipe PT. Point of Tangency 8. Copies ofthis Survey may be made for the original transaction only. 1. Iron Rod R Radius s Denotes M"iron rod with yellow plastic cap marked LB4937 or LS3182, or L Arc Length RAD RES. Radial Line Residence iron rod with red plastic cap marked "Witness Corner'; unless otherwise noted. P P LB Licensed Business RAN Right-ol-WayODenotesP.C.P. Permanent control point) p ) LS. Mea Land Surveyor Measured TBM Temporary Benchmark Denotes Permanent Reference Monument N/D(N&D) Nail and Disk TYP. Typical 2004 Herx & Associates Inc. All ri hts reserved9 N.R. Not Radial Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certifica b: Not valid without the Vgna.ture and the original raised seal Drown by ' CMofaFIdatrisedSurveyorandMapper This s le eets the requirements o! the Florida MLn-,ehnical Checked by: OP Sta and , tained in Chapter 61G1 r-6 Flo ave Code. Prepared For: MORR1SON Job Number: 02-017-02 4W Scole 1'• 30' Plot plan performed: 11-26-03 amA.H x,P.L.S.FloridaRegisteredLand SurveyorN 3162 Foundation Survey: 05-05-04 Darae L. Przemieniecki, P. S.M. Registered Surveyor and M pper No. 6030 F i no 1 Survey : 07 - 28 - 04 William R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Revisions Herx & Associates Inc., State of Florida LB 4937 J U L 2 9 2004 CITY OF SANFORD PERMIT APPLICATION Permit #: OLA — 1 S S S — Date: Job Address: 'S C en _e- A--, C. r1 `G 7 r C LF) 4 LA Lo Description of Work: C C i' ice` (' — Historic District: Zoning: Value of Work: S Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS I S Addition/Alteration Change ofService Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners 1 Contractor Name & Address: Ir Phon=.. RstO Bonding Company: Address: Mortgage Lender: Address: Attach Proof of Ownership & Legal I Phone: Icy W-aedCIV State License Number: t:: ' - L)o U I y-? Contact Person: JM t . Phone: lit risinn aob ArchitecttEngineer: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 regulatingconstructionandzoning. 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 ofthis 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 [will notify the owner of the property ofthe requi]= ien Law, FS 713. Signature of Owner/Agent Date Signature ofContract a Date S Vev2. G S I ry1 Print Owner/Agent's Name Print Con for/Agent's Name Jennifer Almodovar Signature of Notary -State of Florida Date SignAGre of Notary -State of Florida , My daft fission DD272809 a Expires December 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) 10-03; 203 9:04AM FROM Permit # : Job Addm6s: Description of Work: Historic District: Toning: CITY OP SANFOItD >PUMfr APPLICATION P. 2 ry.9 Sp SiS; Date:' Valise of Work; $ 1,7 irk % Permit Type: Building w catical Mc4tanical Plumbing Fire Sptinklcr/Alarm Pool ElvAric l: Now Savior, of AMPS AddidWAI=ation Change of Service Tcmporacy Polc ' Mochaoical: RcsiUtttial Noa-Residential Rcplacemaat Ncw (0001 Layout & LACIV Cale. licgWmd) Plumbioy/ New Cotumereirl: # of Fixtures it of Watcr & Sewer lines # of Gas Lilies Pluwbing,/lVew Residential: tf of Wa Cbsas ____„ Plumbng Repair— Residential or Commercial Occupancy Type: Residential Comrnercisl industrial Total Square Footage: Coal;ww ion Type. b ofStories: q of Dwelling Units: Flood Zone: (F1SMA form required for oshcc thou 7C) of Ownership er Legal Ocuriptioa) k tsonuiog Courpauy: torteagg Lender: — .. _ Art:aitecl/Tju=i user: Phoar: 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 hat commencul prior to theissutnceofapermitandthatadworkwillbeperformedtomeetstandardsofaUlawsregulttungconatructivainIbisjurisdiction. 1 understand ttwt a scparatcpermitmustbesecuredforELECTRLCALWORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 0) dNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahic laws rat,Ulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YU01t 1'.Y t1;GTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE Kt:COKDING YOUR NOTICE OF COMMENCF.MF.NT. N0 CE: In addiuoa to the roquiremonrs of this permit, there may be additional reswicuons applicable to this property that may W found in the public records ofthiscounty, and There may W additional permits required from other governmental anuties such as water trunagement districts, state agencies, Or fulcra) ugenrtcs- Acecptanee of permit is voriGcarion slur I will notify the owner or the prop" of the requirements of Floridan Lien Law, FSS 713. Signature Of Owner/Agent Date Signature of Contrar&Agcm Date Print Owncr/Agent's Name Print Cont Agent's la Signawre of Notary -Smote of Flonda Date c Noury-State of Florida Uat George Stokes OwtcdAgent is _ Personally Known to hie of, Contractor/Agent is, ommission DD024871 Produced lU _ Produced 10 OF FW Vres May 13 2005 APPLICATION APPROVED 6Y; Bay: Initial & Date) Zoning: Utilities: FD; initial tit Otte) (Initial & wto) (initial & Date) Special Conditions, ., w Permit # :0 Job Address: Description of Work: &,a S"L.4 Historic. District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: Date: Permit Type: Building V/ _ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS _, Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential V10 • Commercial Industrial Total Square Footage:C1__ • Construction Type: GM LL # of Stories: _Z_ # of Dwelling Units: Flood Zone: X (FEMA form required for other than X) Parcel #: 23, • I I 30 6*0 `— 000OI O !Z (Attach Proof of Ownership & Legal Description) Name & Address: bfPy C Owners N d / 5/ S0UrHff&6 CftN4 ._MfL .3275! 1t Phone: } 4 o7 62 (0077 Contractor Name & Address: AVEk )"1W /V I s o?) S7 740 Phone & Fax: 6 OD 070 ! Cont clt Per o„gn:. ti :% Phone Bonding Company: / VA S ` Address: ,VA Mortgage Lender: ry MU Address: r: Architect/Engineer: , fw%/V6// d y ; p ,P one: 7 Address: 43 Sw mast Dr/J I L. 1 f i z: i:. Applicationis hereby made to obtain a permit to do therwork and ins I s indicate V . that no wore installation has commenced prior to the e f a permit and that all work will be perform t' sett tandard alilaw-sregulating-constru-ctton to [hi jurisdiction. I understand that a separate issuance o p „ permit must besecuredforELECTRICAL 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 NOTIG.. OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: Inaddition 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 r is verification that I will notify the owner of the property of the requir ' t of Florida Lien Law, FS 713. 2 Zoo + og G N Signature ofOwner/Agent 45at Signature of Contractor/Agent Date IQ to N g Print Owner/ Ag t' Print Co r Ps ame ¢ 2 o Z ggg m o¢ Signaturee of Florida *a, Signature of Notary -State of Florida Date * ro rOm__ ko Owner/ Agent is v Personally Known to Me or Contractor/Agent is Personally Known to Me or * SZP`W 4a d0 _ Produced 1 D .vi>r — Produced ID Y-^... 1P AP11O ATION APPROVED BY: Bid 3'3ti 7 Zoning: Utilities: FD: Initial & Date) (Initial & Date) ( Initial &Date) (Initial Date) Special Conditions: a1Q htj. e clack. Inc 07'/• rr. conk T I IN 11910 1111111111 Is 1111 i1III 1t 1111111111111111111 IN Permit Number: Prepared By Daphne Clark and P.O.Box 784283 Return To: Winter Garden, FL 34778-4283 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINULE COUNTY BK 05205 FIG 0359 CLERK' S # 2004026310 RECORDED 02/23/2004 12:17:13 PM RECORDING FEES 6.00 RECORDED BY S O'Kelley cER mED COPY NOTICE OF COMMENCEMENT. MARYANNE Moo" CLERK OF CIRCUIT cOUW StateofFlorida. SE;eay.," oa County of Seminole. rre jThe undersignedherebygivesnoticethatimprovementswillbemadetocertainrealpro,and : a , i ance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Description of property: Lot Number Legal Description Street Address VENETIAN BAY, according to the plat thereof; as recorded in Plat Book 63, Pages 84-88, of thepublic records of Seminole County, QFlorida. Sanford, FL 2. 6eneral description of improvements : New single family residence 3. Owner information : Name Morrison Homes ddress151 South Mall Lane. Suite 200 Maitland FL 32751-7172 VieNumber (407) 629-0077 ax Number (407) 629-5282 4. Fee Simple Title Bolder 5. Contractor: 6. Surety : N.A. 7. Lender: N.A. N. A. Name H 14P—EK— F)l'tl'_0H Address 151 South Hall Lane. Suite 200 Tel Number 407) 629-0077 Fax Number 407) 629-5282: Maitland FL 32751-7172 8. Persons within the State of Floridadesignated 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 recordin . Date Signed: — Signature of Owner's Agent, Mhj e C 3,ftUt, Sworn to and subscribed before e this by Signature of Notary: . Maria Lisa Steiner, who is personally known to me. D. / 6 CLWA MY COMMISSION t DD 214811 Notary Seal: * * EXPIRES: June 27, 2007 landedIhrueudptN" y94r m oFflaF Herx & Associates Inc. Land Surveying 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 17*04*56" 75.00' 22.36' 11.26' 22.28' N 81°32'54"W C 2 90°05'05" 50.00' 78.61' 50.07' 70.76' S 45°02'50"E LOT 45 WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 LI LOT 46 o A- GRADING 6.329 50. FT. co 6.9 PORCH 3.1 O 15.3' Ln z— w w zww V) Q_N LU 0Ln d0 J aJJO 30 roz 1979 YORKSHIRE -A & 8- SINGLE FAMILY RESIDENCE FIN. FL, ELEV; 14.9 o 65.0'D 40.0'W 12 10Ln LINE L 2 o L 3 Ln / 1N P.c..P. S 89* 54 38 "W 64.00 ' P.C.P. \ REFERENCED BEARING CIL VENETIAN BAY CIRCLE (50 ' R/W) \ G TRACT "F - PRIVATE ROADWAY \ CITY OF SANFORD \ LEGAL DESCRIPTION: Lot 46. - V E N E T I A N B A Y i according to the plot thereof as recorded in Plat Book 63. at pages 84 - 88 of the Pubfic Records of Seminole County. Florida. P.C.P. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X". according to the Flood Insurance Rate Map Community Panel Number 12 028 9 0035E.Doted 04117195. City of Sanford. Community Number 120294) General Notes: 1. This is a BOUNDARY Survey performed in the field on I R O POS E D 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 iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument LU LIE LOT 47 BEARING DISTANCE N 89°54'38'E 60.00' S 42°26'00"W 53.59' S 89° 54 ' 38 "W 1 . 75 ' 07V OF SAW01 ' '!-11" SETBACKS: Max Coverage - 62 Front 25' Rear 20' [SITE DATA Side 5 ' Corner 5'Mv1P_ERVIO_US_ SO. FT. - 50Y Minimum Lot Width 60' LOT SO. FT. IMPERVIOUS AREA -3.184 SO. FT. Note: Bearings shown hereon ore referenced to the CIL of VENETIAN BAY CIRCLE as being N 89°5438"E. Vertical datum is based on NGVD per Engineering construction plans by Neal H ill 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 C/L Centerline PC Point of Curvature FCC. Point of Compound CurvatureACentralor (Delta) Angle P.. C.P. Permanent Control PointCALCCalculatedPG. PageCBChordBearingP.R.M. Permanent Reference. MomimentCDChordP/L Property LineC.M. Concrete Monument P.O.B. Point of BeginningEL. or ELEV Elevation P.O.C. Point of CommencementFINALEL. Elevation (Measured) p I Point ofIntersectionFD. Found PRC. Point orReverse CurvatureFin. Fl. Elev. Finished Floor Elevation PT. Point of TangencyI.P. Iron Pipe R RadiusI.R. Iron Rod RAD Radial LineLArcLengthRES. ResidenceLBLicensedBusinessR,yv Right -of -WayLS. Land Surveyor TBM Temporary BenchmarkMeaMeasuredTYP. TypicalN/D(N&D) Nail and Disk Fence symbol (see drawing) N R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the sign and the original raised seal of a Florida licensed Surveyor and M pper Drown by • CM 7SIanda y meets the requirement of he Florid Minimum Technical Checked by : DPascontainedinChto617-6 FI ida Administrative Co Prepared For: MORR I SON Sketch of Legal Description Job Number: 02-017-02 Q,Ic)j This is not a Survey Scale : 1'- 30' William A. Herz, P.L.S. Florida Registered L Plot planSurveyorNo. 3162 Fo u n do t i o nperformed: 11-26-03 SurveyDaraeL. Przemieniecki, P.S.M. Registered u eyor and Mapper No. 6030 F i o 1 SurveyWilliamR. Herx, P.S.M. Registered Surveyo d or No. 6092 RevisionsHerx & Associates Inc., State of Florida LB 4937 Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Ma of Surve y CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 17°04'56- 75.00' 22.36' 11.26' 22.28' N 81°32'54"W C 2 90*05*05" 50.00' 78.61' 50,07' 70.76' S 45°02'50"E WOLFER'S LAKE VIEW TERRACE PLAT BOOK 10. PAGE 66 LI L 0 T 46 0 A - GRADING N 6.329 SO. FT. 00 6.9 V:.;:;>:;: 24.7 o CO00 PORCH 3.1 O O Lrl 15. 3' LU 1979 YORKSHIRE ' A 6 8- N N USINGLEFAMILYRESIDENCEN FIN. FL. ELEV: 14 9 Ln BUJ o O WWI LOT 45 LuzN lo % o o O Q_N WQ• 65.0D V. oz40.0'W d0 Jo 6.0'0 JO3 0 6.9 O I2.7 21. 3, o G d co P i o — 0 0 M M L3 o V 0 Un N P. c..P. S 89°54 38"W 64.00'— REFERENCED BEARING CIL VENETIAN BAY CIRCLE (50' R/W) \ G TRACT " F " PRIVATE ROADWAY \ CITY OF SANFORD \ LEGAL DESCRIPTION. Lot 46. - V E N E T I A N B A Y " according to the plot thereof as recorded in Plot Book 63. at pages 84 - 88 of the Public Records of Seminole County. Florida. P.C.P. FLOOD HAZARD DATA: The Parcel shown hereon lies within Flood Zone "X" according to the Flood Insurance Rate Map Community Panel Number 1202890035E.Doted 04117195. City of Sanford. Community Number 120294) LINE L I L 2 L 3 General Notes: o 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 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 %" iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked "Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument LOT 47 BEARING DISTANCE N 89°54'38"E 60.00' S 42°26'00"W 53.59' S 89°54'38"W 1.75' SETBACKS: Max Coverage - 62 Front 25' Rear 20' SITE DATA Side 5 ' Corner 15' WERWO_US SO. FT. . 50% Minimum Lot Width 60' LOT S0. FT. IMPERVIOUS AREA -3.184SO. FT. Note: Bearings shown hereon are referenced to the CIL of VENETIAN BAY CIRCLE as being N 89°54'38"E Vertical datum is based on NGVD per Engineering construction plans by Neol H i I I e r Engineering. Inc. JobNumber2001. Legend Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PB Plat Book CA Centerfrne PC Point of Curvature d Central or (Delta) Angle FCC. Point of Compound Curvature CALC Calculated P.C.P. Permanent Control Point CB Chord Bearing PG. Page CD Chord P.R.M. Permanent Reference Monument C. M. Concrete Monument P/L P, O.B. Property Line Point of Beginning EL. or ELEV Elevation P.O.C. Point of Commencement FINALEL. Elevation (Measured) P 1. Point of Intersection FD. Found PRC. Point of Reverse Curvature Fin. Ff. Elev. Finished Floor Elevation PT. Point of Tangency I.P. Iron Pipe R Radius I.R. Iron Rod RAID Radial Line LArcLengthRES. Residence LBLicensedBusinessRAVRight -of -Way LS. Land Surveyor TBM Temporary Benchmark MeaMeasuredTYP. Typical N/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the sign and the original raised seal . o/ a Florida licensed Surveyor and M ppar Drawn b y : CM urveymee(s the requirement of ha Fiord Minimum Technical Checked b y : OP Stand-. as contained in Ch to 17-6 FI da Administrative Co Prepared For: MORR I SON Sketch of Legal Description Job Number: 02-017-02 kkj L" This is not a Survey Scale : 1,- 30' William A. Herx, P.L.S. Florida Registered L Plot plan performed: 11-26-03 SurveyorNo. 3182 F o u n do t i o n Survey DaraeL. Przemieniecki, P. S.M. Registered u eyor and Mapper No. 6030 F i o l Survey: WilliamR. Herx, P. S.M. Registered Surveyo d Mapper No. 6092 Revisions . HerxBAssociatesInc.. State of Florida LB 4937 LIMITED POWER OF ATTORNEY DATE: f I HEREBY NAME AND APPOINT: DAPHNE CLARK, GUSTAV BOTES, EACH AN AGENT OF: TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: 4 FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED LOT NUMBER : 7` SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MAREK BAKUN NAME OF CONTRACTOR.) 45 SIGNATURE OF CONTRACTOR.) STATE CERT. # CRC1327062 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was a'cl owledged before me this DATE: 1U BY: MAREK BAKUN Who is personally known to me and did not take an oath. STATE OF FLORIDA---.. COUNTY OF ORANGE. CHERYL ALo,%- w a z nay OVha[SSeC K EXNP ES: Apr G' 3CiG',R'Y 'rL. stOtt l Serr'l:X;. +'r >•J•t r^; ,... NOTARY SEAL. SIGNATUldOFNOTARY: Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARCE... PARCEL DETAIL Seminldc Chanty ilFr lrnrrpraiser tJlfyKN ' Ord F1. 32771 11i" nt-?Sfln , GENERAL Parcel Id: 23-19-30-502-0000-0460 Tax District: S1-SANFORD Owner: MORRISON HOMES INC Exemptions: Address: 151 S HALL LN STE 200 City, State ZipCode: MAITLAND FL 32751 Property Address: 158 VENETIAN BAY CIR SANFORD 32771 Subdivision Name: VENETIAN BAY Dor: 00-VACANT RESIDENTIAL SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 11/2003 05091 0407 $3,476,000 Vacant Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 11,310.00 $11,310 0 JUN= t < Back > i I JV IR WW' 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 LEGAL DESCRIPTION PLAT LOT 46 VENETIAN BAY PB 63 PGS 84 - 88 Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax ff yourecently purchased a homesteaded property your next year's property tax will be based on Just/Market value. 1 of 1 2/20/2004 6:03 PM l[7'\iy] pl CUDNTY OF SEMIN0'E ' IMPACT FEE STATEMENT * ISSUED BY CITY OF SANrORD STATEMENT NUMBER 104-75941 DATE BUILDING PERMITCI O UMBER: ...... ... UNIT ADDRESS: __________________________ TRAFFIC ZONE: JURISDICTION: SEC: _ TWP R`G SUBDIVI PLAT BOOK /P- PLAT OWNER NAMEx ADDRESS: APPLICANT Its -0- LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction TEEBENEFIT RATE FEE UNIT RATE PER # & TyPE TOTAL DUE TYPE DIGT SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE Q dwl unit $ 705.00 1 $ 705.00 ^ ROADS ^ COLLECTORS NORTH 8 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 A OUNT DUE $ 2,285.00 STATEMENT RECSIVED B0,SIGNATURE: __ __ NOTE TO RECEIVING SIGNATORY/APPLICANTx FAILURE T' NOTIFY OWNER AND ENSUR[ TIMk:LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***`V DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSON ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND 'PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL "THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILIN0 A WRITTEN REQUEST WITHINN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY O!:< OCCUPANCY. TKE REQUEST FOR REVIEW MUST NEET THE REQUIREMENTS OF THE COUNTYi-AND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; 407) 665-7474. PAYMENT SHOULD BE MADE TOx CITY OF SANR]RD BUILDING DEPARTMENT 300 NORTH PARK AVEN&)E SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY QRDER, AND SHOULD REFERE>|CE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP EFT OF THF NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUMCTION WITH ISSUANCE OF A**kl' FAMILY BUILDING PERMIT**************=*** CM OF aSAAW01-t3j I'E"f133 ltvFj, t AT1 `f Jg1j Addxes5: De rip"IeD 'D; Fl isw—ic Dist ' f 7) CA Permit Type- BWI'di:r2'g E'lec caI M kmicfl F1a1T;*irt9 Fim SP-;"nlileVAJIL AM I'3estracstl: i>S'e'w Service, of r p t sTd'irio l/f 3te3 ^ivn Change os sevyise l ern71.07t ry P61f _ mechania.' esi(i rttial idot-Iieside atial Taeplsfs tic:It I`iea+ I atc;; R ye-gyRequired) PlumbingJ Me" Commercia # of'Fi;ttures. =t of wawl & SeaYer Lines s: Cw Lines Plumbiti0elr Htsidentinl; # of Wattrj-'C?oset5 l')utiltiin i3e i r' esi entiaa or Co i elii 'xeral ccepancy Type: Residential ilo Co rinacial Industrial 'dotal Sjmate F'oatage: - ^ Coristrtiction Type: = of Stories: tt of Dwelling units: Flood 7Ane: (F'EMAfortmt reau red for c t'I.ia i cltr,eaapParcel #: ( Airaaeb Froo. of Ownership A Legal Description) Ovyners Name & Address: i Contractor dame & Act Phone & Fax: Bonding Company: _ Address: rlorigage Lender: Address' _ Architect/ Engineer:_ Phone: License Phone: Address; _ Fan: _ Apj lhcationis hereby rnadc to obtain a. permit to do the work and installations as indicated. I certify that no work or installation has commcri(ed print tU Ute issuanceofapenitandthatallworkwillb: perf'o-ired to meet standards of all laws regdlating. cons a+eaon in this jursd',iction. I understand that. a separate permit mustbesecuredforELECTRICALWOMPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, etc. O WNER' S_ AFFiDAV I I : I certifly that all of the foregoing information is accurate and that all work wilt be done in compliance with all apphcal k 1 _w rr t i-Ixting constructionandzoning. WARNING TO OWNER: YOUR FAILiTt'.!? WO RECORD A !NOTICE OF C0kMBNCEMEE'TdT WY IRMULT ITS? Y. oi'm- i'/. TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 9z YOU INTEND TO OBTATIN F NANCINI G, CONSULT Wrni YOUR LENDER OR AN ATTORNEY BEFORERECOPD1NGYOURNOTICEOFCOMMENCE1vIENT- NOTICE: In addition to the requirements of this permit, there . k additional restrictions applicable to this property that may be found at file public records of this county, and the, may be additional permits required from other governmental entities such as watt- ,management districts, state agencies', nt fodei a:l agencies. Acceptance of permit is verification that I call notify the owne)othe property ofthe requirements oflorida Lien FSMAY 2 l 7004 Signature of Owner/AgentIwo Date Cigna egrrC-onczcior/Agent Date R - RT . G. DELLO RUSSO Print Owner/ Agent's Name Pri t Contractor Agent's NaW---- MAY C . Signatureof Notary -State. of Florida Date Signature!of No_=Ilcrsonair, Date Owner/ Agent is _ Personall., Known tq Me or Conuactor/Ac:-.:_or Produced iD / Produce': 1PPUC':1ION APPROVED BY: Bldg:,,?: lJ: let Imual & Datei (Initial & Date) ( P loti tiP,1 '(j ei=n i— -- I ltxual & Dat: tcij! C" oridiliom; t CO'` AISSi' M # U 212893 EXPIRES Juntt 14, `L007 e, t i TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers Customer: MORRISON Job Identification: Z1979A Address 1 VENETIAN BAY Address 2 LOT 46 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANS11TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA,FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record ROBERT MONTA OF 237 S WESTMONTE DR., STE 210, ALTAMONTE, FL PE#33709 Or Building Designer: Alpine Engineered Products Design Software Seal Daf 08-Dec-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only if depicted with a copy of the Truss Engineer's ink -stamp seal. Standard Detail Designs: Std. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R1 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 H1 H2 E1 E2 c1 c2 C3 24 Plus Standard Details Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers 7 0' G3 I I I iI tt 1 11 1 L GZ 7 0' 2 EI F.9 LI R7 F6 F5 F4 j 37 0' 311 0' 0. c 5' 5 F4 F_10 F,II H 0 P.IL o celw,l, Fw n lo' FIS 5 0' 2' O' E2G2 FIG F,17 I I HVLD TP,VSSE`, W/ rm/ ED HEELS DAO,, r OF BLOGI: 5 1/2' OH FFAME —UL F6601•I / HOLD TtUS`ES / W/ FAFSED HEELS 1' OF C' DPGI; r nN eLocr a 112' 01J FFAFU V 41- l FOOF TFUS( DIVI ;LION 2722 hOUTH AFOFKAEPLVD AFOFKA FL 32703 407) 2qq — 1522 FAX/ ( 407) 26I1-1 — c1153 Engineel irlg Gartific lte of ALI%1-I01-17/ lon = I'ZI5NOTE> I) T S TFL PL6PEES eESF(IJ ABLITYTO VEFF YTF.LFSSFLAGEII ITFLAN al•D TiUSS PI!'J6I PFaIMWS a64UIIT FIELD GOIIDITF( IIS AID DE`.I I NTENT WEFEFENGEE SPGTION I4.211 ANS/TFI HT 15) aFFFOVED NAME IFF IT1 SI( i ED DPTE Z) TFIII MIST IOT 0E GVT OF PLTEFED 1•! al•I1Y A'i `t'ITNIUTFT.IOFWlTk 1ZaTIOI I D! SAIYTH TFUSS FAFAIIY TRUSSES THAT ARE GIFT OF ALTEFEP WITHOUT AUTHOE17ATOH WILL DE F.EFAIPEDOF TEFLPGED PT GU3TOMEr, Ek EI, DPGI, GH--°GE9 OF AI KI-D WLL HOT PE CNIUffFEO WTHOU FFIUF FEVIEW " WFITTEN GOIISEhIT 6'iSOVTH TFVS'5 GOIdFPN'r'. DETAJ' FEFEF TO HD'1 (FEG I,5,VLTIOFIS FOF Ha1• DLIFM, II,15L4L"TIOII, 4FP TEIJFOFh: Y DFaGIJTa) FEFEF TO FF161•EEFEP DFAWN451 FOF 57IA 1•EIITff: CUK. FEVLPED L) ALL TRUSSES INGLUDMC 70S5E5 1.LEF VAI,LEI' Fra",I6) M15T rE GOIKFLETEL'( DEGYEP OF FEFER TO VOLLEY TFL1S5 PETALS FOF ALTFFFJLTE EFAGY•K F,EOLV0kCJTSALL VALLEYS TO VIE G(A,NEIJTI(IJALLY FF, aVEDP, ( 1N LrEF. INTEFIO, LOAD DEAFGVG WPLLS FLOOF, JOt>TS MAYPE AD.AF`,.TED IF TO 4 f•IGFES FOF. ZFV ST(r'i FLLkel 6 1u 10OF Tnyl' Hark'£FS TO ec Kr, ZL OF. L,r A:PIJT-Sa(1 TMZG IIFLESS NOTED OTFEFVryE. aLL FL 'OF TRUSS HANfiEF.STO PE 9Y.1"SVIJTH6-!22 OF. USF KANT-WG M`_ AZ2 UCLESS VOTED 0-ITU WSE. SIMPSON I USP KANT-SAG AA) - HUS26 OR THD26 m - HHUS26-2 OR THD26-2 cc - HHUS28-2 OR THD28-2 HHUS48 OR THD48 tc` - HGUS26-2 OR THDH26-2 HGUS28- 2 OR THDH28-2 G, - HGUS28-3 OR THDH28-3 1H, - SUUR210 OR SKH21OUR LJ• HGUS48 OR THDH48 R- THA422 OR MSH422 LU - THAC422 OR MSH4221F w - HUC410 OR HD4101F 0- THJA26 OR HJC26 LiJ/yA - K1) .- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIY{NSIONS) S45MITTED BY TRUSS MFR TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 Y 3X8 (B1) 5X6= 5X6= 5 X 8 = 5X6= 120 MPH WIND, 14.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, 14IND 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. 3X8 (B1) 1-4-0 1-4-0 20-0-0 20-0-0 I R=1561 U=479 W=8" 40-0-0 Over 2 Supports R=1561 U=479 W=8" 0-4-3 T +9-4 0 10-4-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD 6.10 QTY:12 FL 1 - R Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'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. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO UILBRACOINGHOFTRUSSES INTRUSSES. LONFORTHIISMDESIGNICONFORMS WITHAPPLICABLEPROVISIONSRICATING, HANDLING, SHIPPINGAND1 NATIONAINSTALLLDESPECIFICATIONPUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AN TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s_ A GF''. // Gv ; f N0. 42704 ; y 7C 7{ STATE OF A QAA• OR,O :•• jCy•r.• w T C T C BC BC T 0 T L L D L DL L L L D . 20 7 10. 0 0. 37 0 0 0 0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 59277 S MYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299- 1522 - FAX: 407- 299-91 53 DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342628 S L T- E N G / WM R S E Q N 37330 D U R F A C. 1.25 FROM R H PROFESSIONAL ENGINEERINGCERTIFICATEOF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOI-IN. 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. Dec 08 '03 SPACING 24.0" JREF- 1S8J352 Z12 Lly/VA - K3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 Y T 5X6= 5X6= 3X8(Bl) = 5X6= 5X10= 5X6= 120 MPH WIND, 14.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 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. 3X8(B1) 1-4-0 I-4-0 L 19-0-0 _,q, 19-0-0 _I R=1561 U=480 W=8" 0-0-0 Over 2 Supports R=1561 U=480 1•1=8" 9-10-3 0-4-3 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:2 FL 1 - - R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Q C SON G ;. S ia0.42704 1: :1p T C T C BC L L D L DL 2 0. 7. 10.0 0 0 P S F P S F PSF R E F R 3 5 2-- 59278 SMYTH LUMBER CO. ROOF TRUSS DIVISION* DATE 1 2/ Q 8/ 0 3 DRW SLTUSR352 03342629 SLT-ENG WMR '- 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS 'DESIGN, POSITION CONNECTORS PER STATE OF Q AQs• . • O R,O •• s/DNA1.E BC T 0T LL L D . Q.D 37.0 PSF P S F S E Q N 37252 OUR F A C . 1.25 FROM R HPROFESSIONALENGINEERING, CERTIFICATE OF AUTIIORIZATION #9216 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPON7y BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec0 8 ' 0 3 SPACING 24.0" JREr- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUk MITTEO BY TRUSS MFR. Lly/yA - K4) ._ TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 1 T 2. EIXZI% 5X6= 5X6= 120 MPH WIND, 13.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 23-0-0. 3X8(B1) = 5X6= 5X8= 2.5X4= 5X6= 3X8 Bl 1-4-0 1-4-0 17-0-0 _1_ 6-0-0 1_ 17-0-0 I E 40-0-0 Over 2 Supports R=1561 U=483 W=8" R=1561 U=483 W=8" 8-10-3 0-4-3 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:2 FL 1 R Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPER LV ATTACHED RIGID CEILING.%•G M RA_ ry p'`F••, // 4 %: T C T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 59279 S MYTH LUMBER CO. DATE 1 2 08 0 3 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 No. 42704 c DL 10.0 PSF DRW SLTUSR352 03342630 2722 SOUTH APOPKA DESIGN; ANY FAILURE TO SLT-ENG /WMR 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 NDS (NATIONAL DESIGN S STATE OF 1•' O BC LL 0.0 PSF SPECIFICATION PUBLISHED BY THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S I:• S EON - 36975407-299-I 522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO P;• R10,•• TOT. L D 37.0 P S FFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER yO ` A•yy..p..e•••t D U R F A C 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION #9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF 1S8J352 Z12 L1'J/9A - K5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD AT X = 20-0-0. 0-4-3 Y 5X6= 2X4III 5X6= 3X8(B1) = 2X4111 5X6= 3X8= 5X6= 120 MPH WIND, 13.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. A) 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, 2X4111 3X8(Bl) 1-4-0 1-4-0 L 15-0-0 _I_ 10-0-0 _I, 15-0-0 _I R=1561 U=485 W=8" 0-0-0 Over 2 Supports R=1561 U=485 W=8" 7-10-3 0-4-3 9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:1 FL - 1 - - R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROM THIS DESIGN; ANY FAILURE TO QgPERFORMING 1' No.42704 C T C T C BC ILL D L DL 2 0.0 7. 10.0 0 P S F P S F PSF R E F R 3 5 2-- 59280 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 0 8 0 3 DRW SLTUSR352 03342631 S L T - E N G / WM R2722SOUTHAPOPKABLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S STATE OF ; Qi LC' O R,OP:• J] S NAI.EN BC TOT.LD. ILL 0.0 37.0 P S F PSF SEON- 36986 D U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING, CERTIFICATE OF AUTHORIZATION#9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOR'5IBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JRE 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMOSIONS) SUBMITTED BY TRUSS MFR. L19/9A - Kb) .I TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 Y T 5X6= 2X4III 5X6= 120 MPH WIND, 12.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 20-0-0. 3X8 ( Bl ) — (Bl _ ZA4111 5X6= jA6-- 5X6= 3X8 ZX41II — 1-4-0 1-4-0 L, 13-0-0 I 14-0-0 I 13-0-0 I I F'i1tIS[Il^H7i 0-0-0 Over 2 Support R=1561 U-488 W=8" t 6-10-3 0-4-3 9-4-0 PLT TYP. Wave TPI R I Design Crit: TPI-1995 STD FLBC 6.10 OTY:1 FL 1 R - Scale =.125" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, IJI 13719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO PtA .. RA_ c_.... ... ' iV%' F `; vN0. 42704 a j* T C T C BC L L D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 59281 S MYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342632 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA AST M A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO•a„ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF • Q AO •,OR'OP•• A p S/p.,A` B C T 0 T ILL L D . 0.0 37.0 P S F P S F S L T - E N G WM R S E Q N - 37001 O U R F A C . 1.25 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #92I8 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 0ESI GN.SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1D95 SECTION 2. Dec 08 '03 SPACING 24.0" JREF- 1S8J352Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 19/9A - R7) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 6X6= 0-4-3 Y T 5X6= 3X8(B1) 1-4-0 L 11-0-0 r R=1561 U=489 W=8" 5X6= 2.5X4= 3x8 5X6= 18-0-0 0-0-0 Over 2 Supports Nomo 120 MPH WIND, 12.06 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF, IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD AT X = 17-0-9. 0-4-3 T 9-4-0 5X6= 3X8(B1) 1-4-0 11-0-0 R=1561 U=489 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MA DI SON, IJI 53719), FOR SAFETY PRACTICES PRIOR TO PEREORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED S MYTH LUMBER CO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 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 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHOR17ATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. TY:1 N0.42704 STATE OF : @ Dec 08 '03 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" 5-10-3 1 Scale=.125"/Ft. REF R352-- 59282 DATE 12/08/03 D R W SLTUSR352 03342633 SLT-ENG WMR SEQN- 37023 FROM RH JRE- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMIWVSIONS) SUQMITTED BY TRUSS MFR. ZiV/9A - Kb9 TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 u T2, T3 2x4 SP #1 Dense: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD AT X = 16-4-9. 0-4-3 Y T 5X8= 5X6= 2.5X4= 5X8= 9Yd-- 120 MPH WIND, 11.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, 14IND 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. T2 T 2X4% 6 r A 6 3X8(B1) 5X6= 3X8= 5X6= 5X6= 3X8(B1) 1-4-0 1-4-0 9-0-0 _I, 22-0-0 _1_ 9-0-0 _1 R=1561 U=491 W-8" 0-0-0 Over 2 Supports 0-4-3 TT 4 0 R=1561 U=492 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.1 WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL . STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FAX: 407-299-9 1 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 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE EDILOING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. QA ynmlmw Q T Y IFIC;q,F No.42704 STATE OFe. Q Dicy .R10P Q c` kNA1.11 Dec 08 '03 FL/-/1/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.125"/Ft. REF R352-- 59283 DATE 12/08/03 D R W SLTUSR352 03342634 SLT-ENG /WMR SEQN- 37256 FROM RH JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR LI?19A - R9 TOP CHORD 2x4 SP 42 :T2, T3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. CALCULATED VERTICAL DEFLECTION IS 0.08" DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD AT X = 32-10-4. 0-4-3 Y 2X4- 5X6= 3X6= 2X4 III 7X6= 2X4 III 3X6= 2 X 4 % sxa= 3X8= 6X8= 1-4-° _I15-8-0 I_ 7-0-0 _I- 161Pt:10 40-0-0 Over 3 Supports R=598 U=195 W=8" R=4075 U=1152 14=8" 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 5X6= 0-4-3 T 9 4 0 3X8(B1) 1-4-0 7-0-0 _I R=1494 U=448 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. ABBUILDTHETRUSSESINCONFORMANCE141THTPI; OR FRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER15CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-91 53 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 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGPROFESSIONALENGINEERINGRESPONABILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTI'IORIZATION #9216 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. y klffl GNo. 42704 s STATE OF c s 01111D.-O' Dec 08 '03 FL/-/l/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC OIL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING SEE ABOT Scale=.125"/Ft. REF R352-- 59284 DATE 12/08/03 D R W SLTUSR352 03342635 SLT-ENG /WMR SEON- 37334 FROM RH JREF- 1S8J352 Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIM ?JSIONS) SIiBMITTED BY TRUSS MFR. Li J/NH - K1U2 . TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @.24" OC CALCULATED VERTICAL DEFLECTION IS 0.16" DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD AT X = 18-8-8. 0-4-3 1 TL X 4 III 3X8(B1) 1-4-0 15-0-0 L, R=1561 U=481 W=8" 5X6= 5X6= 5X6= 2.5X4= 3X8= I 4-0-0 1 3-0-01 40-0-0 Over 2 Supports 120 MPH WIND, 13.81 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 HIS-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 5X6= 3X8(B1) 1-4-0 T S2_n_n I R=1561 U=480 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 DONOFRIO DR., SUITE 200, MADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHEDSMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE FAX: 407-299-9 1 53 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 PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOCATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGI RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. 0- 4-3 9- 4-0 QTY: 1 t No.42704 STATE OF c or OR10P • 4. Dec 08 ' FL/-/ l/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" 9- 4-3 Scale=. 125"/Ft. REF R352-- 59285 DATE 12/08/03 D R W SLTUSR352 03342636 SLT- ENG WMR SEQN- 37355 FROM RH JREF- 1S8J352 Z12 Lly7yA - R11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC CALCULATED VERTICAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD AT X = 16-8-8. 0-4-3 1 T 5 X 6 = 5X6= 3X8(B1) - LX4111 5X6= 2.5X4- 5X8= 6iffim 120 MPH WIND, 13.81 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. 3X8(B1) 1-4-0 1-4-0 13-0-0 1 4-0-0 1 5-0-0 I 18-0-0 I 40-0-0 Over 2 Supports R=1561 U=481 W=8" R=1561 U=480 W=8" 9-4-3 0-4-3 T +9-4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:1 FL 1 - R - Scale =.125" Ft. WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INAND 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, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO lfl.• T ••,••• F V ,- NO' 4.2704n T C T C BC L L D L DL 20. 0 7. 0 10. 0 P S F P S F PSF R E F R 3 5 2-- 59286 SMYTH LUMBER CO. ROOFTRUSS DIVISION DATE p 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342637 2722 SOUTHAPOPKAVD KA, FL32703 407-299-1522 FAX: 407-299- 91 53 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION # 9218 H T CONIN OM I OAIISHIPPING,INSTALLING BRACING OFTRUSSES. THIS DESIGNCONFORMSWITH APPLICABLE PROVVISONSOFNOS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACHCONNEFACCESOFRTRUSS, ANDE MADE OF 2UNLESSTOTHERWISE4LDGAOCATED ONETHISEDESIGN, OOITDON CONNECTORSNPERORS TO DRA14INGS160A-Z. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. IF OF pQ Q •,O R10 :•• sAM ..,•• „ 77 NA1. EPV DecQ B ' 0 3 BC TOTLLL D . 0.0 37.0 PSF P S F SLT- ENG WMR S EON - 37261 D U R . F A C . 1.25 FROM R H _ SPACING 24.0" JREr- 1S8J352_Z12 Lly/'JA - K12) , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIM.,NSIONS) SUL.MITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-4-3 k T 120 MPH WIND, 13.81 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. CALCULATED VERTICAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD AT X = 19-5-12. 7X6 (R) III 3X8(B1) = 2X4III 2X4III 3X8(B1) 2X4III 1-4-0 1-4-0 rE 11-0-0 _I, 4-0-0 ,I, 7-0 0 _L 18-0-0 I 19-4-0 T 20-8-0 1 R=1561 U=480 1,1=8" 0-0-0 Over 2 Supports R=1561 U=479 W=8" 9-4-3 0-4-3 4-0TY PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:1 FL 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND P... RA_ T C L L 20.0 P S F R E F R 3 5 2-- 59287BRACING. REFER T?CH (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR .. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO;pSIFI'•. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED PrV ',T C D L 7.0 P S F DATE 1 2/ 0 8/ 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N0.42%O4IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDROOFTRUSSDIVISION*: ;* BC DL - 10.0 PSF DRW SLTUSR352 03342638PRODUCTS, 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 S i APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 9:••TATE OAF ; BC LL 0.0 PSF SLT-ENG /WMR 407-299-1522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 •.••s••' FAX: 407-299-91 53 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OR, n •...... T 0 T . L D . 37.0 P S F S E Q N - 37374 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER V PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING `rOWA1.E D U R F A C. 1 25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92 18 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03ANSI/TPI I -Ills SECTION z. SPACING 24.0" JREF 1S8J352_Z12 ZIVIVA - K13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24" OC. 0-4-3 I T 3X8 (B1) 120 MPH WIND, 13.81 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. CALCULATED VERTICAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD AT X = 19-5-12. 7X6 (R) III bx 1L— 1UA1`F— .. .. .. 2 X 4 III 2X4 III 3X8 (B1) 1-4-0 E 9-0-0 _1— 4-0 0 1_ 9-0-0 _I, 18-0-0 J 12-0-0 T ` 7-4-0 20-8-0 fE 40-0-0 Over 2 Supports R-1561 U=480 W=8" R-1561 U=479 W=8" 9-4-3 0-4-3 4 - 0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 mm QTY:1 FL - 1 - R - Scale=.1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MAD SON WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO w 7,!` p'F • 3: 4•(i - r ir0. ns%04 a T C T C BC L L D L DL 20.0 7.0 10.0 P S F CPSFF PSF R E F R 3 5 2-- 59288 SMYTH LUMBER CO. ROOF TRUSSDrvI510N DATE 1 2 / 08 / 0 3 DRW SLTUSR352 03342639 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1 522 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 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE0CONNECTORSAREMADEOF2OGAASTMA653GR40GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF Q' P:•t Iit•yOR,O•.•'/ C's••"••t 1 BC TOT.LD. ILL 0.0 37.0 PSF PSF SLT-ENG WMR SEQN- 37363 D U R F A C . 1.25 FROM R H - PROFESSIONAL ENGINEERING -. CERTIFICATE OF AUTHORIZATION #9218 DRAWING•$ I60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS[BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. All Dec 08 '03 SPACING 24.0" i' JREF- 158J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMINSIONS) SUn ITTED BY TRUSS MFR. L1y/yH - K14) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TIC @ 24" OC. 0-4-3 T 120 MPH WIND, 13.81 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. CALCULATED VERTICAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND 0.27" DUE TO DEAD LOAD AT X = 12-0-0. 7 X 6 (R) III D A I C = I Alz— ".." 3X8(B1) = 2X4III 2X41d mxm 3X8 (B1) 1-4-0 1-4-0 7-0-0 _I, 4-0-0 _I, 11-0-0 _I_ 18-0-0 _I 19-4-0 T 20-8-0 R=1561 U=481 W=8" 0-0-0 Over 2 Support R=1561 U=479 W=8" 9-4-3 0-4-3 4-0 T PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 a 0TY:1 FL 1 - - R - Scale WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (MANDLf NG INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRI0 DR.. SUITE 200, MAD IN WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO aiiFic,••• w •. j N0.42704 1y= :17C7{ T C T C BC ILL D L DL 20.0 7.0 10.0 P S F P S F PSF R E F R 3 5 2-- 59289 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342640 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAX: 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i STATE OF lftAQAA•.•OR`O [. i'`•.., . BC TOT LL LID. 0.0 37.0 PSF P S F SLT-ENG WMR S E O N 37367 D U R F A C. 1 2 5 F R O M R HPROFESSIONALENGINEERING CERTIFICATE OFALITHOR17ATION #92 16 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec OB '03 SPACING 24.0" JREF- 1S8J352_Z12 Lly/yA - R15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 :T2 2x6 SP #1 Dense: BOT CHORD 2x4 SP #1 Dense :131 2x4 SP #2: :132 2x6 SP SS: WEBS 2x4 SP #3 :414, W5, W7 2x4 SP #1 Dense: I^16, W8 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 5.00 TC From 84 PLF at 5.00 to 84 PLF at 11.42 TC From 54 PLF at 11.42 to 54 PLF at 41.46 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.00 BC From 34 PLF at 5.00 to 34 PLF at 11.71 BC From 20 PLF at 11.71 to 20 PLF at 40.00 BC From 0 PLF at 40.00 to 0 PLF at 40.00 BC From 4 PLF at 40.00 to 4 PLF at 41.46 BC 191 LB Conc. Load at 5.00 0-4-3 V T 4X8 (B3) = 2X4 III 2X4 III LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER, ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. CALCULATED VERTICAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 12-0-0. 6X8= 1UA14 = 3X10 2X4 III J A U = 3X8(B1) 5-0-0 _I. 6-5-0 _I, 10-7-0 _I, 18-0-0 _J 19-4-0 T 20-8-0 '1 R=1957 U=581 W=8" 0-0-0 Over 2 Supports R=1642 U=552 W=8" 9-4-3 0-4-3 4-0 PLT TYP. 20 Gauge HS,Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 a 0TY:l FL - 1 - R - Scale=.18751' Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND w •.•• ••.• T C L L 20.0 P S F R E F R 35 2-- 59290BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C` INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200' MADI SON. WI 53719). FOR SAFETY PRACTICES PRIOR TO (•C / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED _ 4Y %'.Ip TC D L 7.0 P S F DATE 1 2 / 0 8 / 0 3SMYTHLUMBERCO. 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 3* S NO•!2704 BC, DL 10.0 PSF DRW SLTUSR352 03342641PRODUCTS, 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 S STATE OF •Q B C ILL 0.0 P S F S L T - E N G / WM RAPOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 407-29931522 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PA PEP. ASSOCIATION) AND TPI. ALPINE Q'. P:•:V CONNECTORS ARE MADE OF 20GA AS A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO R,O,.•' T 0T . L D . 3 7 . 0 P S F S EON - 37155FAX: 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 S-`•IV 1.El O U R. F A C. 1.25 FROM R HRESPON£JBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OFAUTHORIZATION #921. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec0 8 ' 0 3ANSI/TPI 1-1995 SECTION 2. SPACING SEE ABOVE JREF'- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUP.MITTEO BY TRUSS MFR. L1`J/`JA - KJ-02 ' TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 0-4-3 V T 2. r;Vni 2X4 III 5X4= J A`f= 120 MPH WIND, 13.81 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANY14HERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 2.5X4(A1) 1-4-0-0-0E 1-4-06-8-8 rE 10-8-0 _I, 18-0-0 al 7-5-0 21-3-0 28-8-0 Over 3 Supports R=377 U=355 W=3.5" R=1047 U=425 W=7" R=859 U=539 W=8" 9-4-3 13-0-0 0-4-3 T9 4-0 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:2 FL 1 - - R - Scale=.187511 Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HI1-91 (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, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TALPINE CONNECTORSATIAAREONPMADES0FD20GATHEASTMMA653AGR40RESTGALV. STEEL, EXCEPTIASINOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P A 1q' 8 ` `- Y).•_F 1 NO.442704 Ala STATE OF Q O •• O R VP T C L L T C D L BC DL BC L L TOT . L D. 20. 0 7. 0 10. 0 0. 0 37. 0 P S F P S FPSF P S FP S F R E F R 3 5 2-- 59291 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 29&1 522 FAX: 407-299-9 1 53 DATE 1 2 O $ 0 3 DRW SLTUSR352 03342642 C JL T - E N G / W M R S E O N- 37170 D U R . F A C . 1.25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #921a DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESGN 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. 4 Dec 08 '03 SPACING 24.0" JREF 1S8J352_Z12 Lly/yH - K1/ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 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. 0-4-3 V T 2. O C V A 5X4= J A`i 120 MPH WIND, 13.81 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP 6, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 2.5X4(A1) 1-4-0-0-0 1-4-0E6-8-8 fE 10-8-0 _I_ 18-0-0 _I 7-5-0 21-3-0 fE 28-8-0 Over 3 Supports R=401 U=371 W=3.5" R=1016 U=416 W=7" R=867 U=543 W=8" 9-4-3 13-0-0 0-4-3 T9-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:l FL 1 R Scale 1875" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR., SU[TE 200, MADISON, WI 53716), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERIISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Tv F Cy4•'• II V •, T C, T C L L D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 5929 2 DATE 1 2 / 0 8 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No. 42704 DRW SLTUSR352 03342651ROOFTRUSSDIVISIONIMPORTANT** 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 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND DESIGN CONFORMS WITH i STATE OF .• BC L L 0.0 P S F S L T - E N G W MRAPOPKA, FL 32703 BRACING OF TRUSSES. THIS APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 ••ORIO` A S E Q N 37192407-299-1522 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T L D 37.0 P S FFAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D UR F A C 1 FROM R HDRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PROFESSIONAL ENGINEERING RESPONSJBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 25 CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF` 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMFNNSIONS) SU*MITTFD RY TRUSS MFR Z19/9A - K16) TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at 1.46 to 54 PLF at 0.00 TC From 81 PLF at 0.00 to 81 PLF at 21.33 TC From 54 PLF at 21.33 to 54 PLF at 22.80 BC From 4 PLF at 1.46 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 21.33 BC From 4 PLF at 21.33 to 4 PLF at 22.80 0-4-3 LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 120 MPH WIND, 11.98 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5X4= 5X4% 5 X 4 6 F- 6 5-8-3 0-4-3 T 9- - 2X4 (A1) = 5X4= 2X4 (Al) 1-4-0j R=109 PLF U=40 PLF W=21-4-0 21-4-0 Over Continuous Support 1-4-?j Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:1 FL 1 - R - Scale=.3125" Ft. W.ARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND pM RA _ TC L L 20. 0 P S F R E F R 3 5 2-- 59293BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE +•,....., "Y// INSTITUTE, 583 D'ONOFRIO DR ., SUITE 200. HADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 'T •••., PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLV ATTACHED +1 i %; TC D L 7.0 P S F DATE 1 2 0 8 0 3SMYTHLUMBERCO. 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 q ' No. 42704 , ROOF TRUSS DIVISION PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 10.0 PSF DRW $LTU$R352 03342643 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 'd STATE OF : BC LL 0.0 PSF SLT-ENG /WMR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCIATION) AND TPI. ALPINE O •• Q• FAX: 407-299-9 1 53 CONNECTORS ARE MADE OF 20CA AST A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO %O RI -.0 T 0 T . L D . 37.0 P S F S E Q N - 37206EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • •...... PROFESSIONAL ENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDCATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R . F A C . 1.25 FROM R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONEINT DESGN SHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #921H COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 08 '03 SPACING SEE ABOVE JREF- 1S8J3E Z12 Lly/yA - H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 0-4-3 L' 1-10-10 :3ij fc 9-10-1 Over 3 Support R=407 U=322 W=11.314" 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. CALCULATED N ERTICAL DEFLECTION IS 0.03" DUE TO LIVE LOAD AND 0.03" DUE TO DEAD LOAD AT X = 9-7-5. 12-10-3 R=1 U=183 3-9-14 R=349-4-0 U= 198 3- 9-14 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 19.633 QTY:2 FL - 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUTE 200, MADISON, 41I 53716), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE NDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ]NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M. tiF ••. '/ fG '••[ No. 42704 1 : 1 7C A TCT C BC L L D L DL 20. 7. 0 10. 0 0 P S F P S F PSF R E F R 3 5 2-- 59294 DATE 1 2/ 0 8/ 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION DRW SLTUSR352 03342644 SLT-ENG WMR 2722 SOUTH APOPKABLVD. APOPKA. FL 32703 407-299-1 522 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 BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE XC PT AS APPLY EACH FACEOFTRUSS, AND UNLESSOTHERWISELOCATED ON DESIGN, POSITION CONNECTORS PER ORS TO STATE OF A O •• s- '• f O RQ •°' BC TOT LL L D. 0. 0 3 7 0 PSF P S F S E Q N- 19 514 O U R F A C . 1 . 2 5 FROM R H PROFESSIONAL ENGINEERING , CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSI`IB I LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. v1 w Dec 08 '03 SPACING SEE ABOVE JREF"- 1S8J352_Z12 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIML-NSIONS) SUfMITTED BY TRUSS MFR. Lly/NH - LIL) TOP CHORD 2x4 SP #2 120 MPH WIND, 20.06 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. 0-4-3 21-4-1 R=1 U=180 4.24 f 2-9-14 1880 14 R=7 U=180 2X4(A1) L5Z i-10-10 .j i7-0-2 Over 3 Supports 31 R=261 U=180 W=10.567" 2-9-14 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:1 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 INSTITUTE, 683 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. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. M AP •,••,:• •Vq.I' j F(+.••,• 9.•C' T C T C L L D L 20.0 7.0 P P S F S F R E F R 3 5 2-- 59295 SMYTH LUMBER CO. DATE 1 2 / 0 8 / 0 3 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION NO.42704ROOFTRUSSDIVISIONCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO. BC DL 10.0 PSF DRW SLTUSR352 03342645 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 7 S L T - E N G W M RBRACINGOATFTONRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS DESIGN S STATE OF la- CONNECTO B C L L 0.0 P S FAPOPKA, FL 32703 OF NOS (NATIONAL TAPPLYA S S E Q N - 36903407-299-1 522 RSI ARE MADE OF 20GATASTMMA653AGR40RG ALV. STEEL, EXCEPT AS NOTED. CONNECTORS TO O ' s'••avR1O •• T 0T L D 37.0 P S FFAX: 407-299-9 1 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER tiQ `- s •.......try D U R F A C. 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OIVAI.F CERTIFICATE OF AUTFIORIZATION#9218 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI TPI 1 1995 SECTION 2. Dec 08 '03 SPACING SEE ABOVE JREF 1S8J352_Z12 Lly/yA - tl THIS DWG PRFPARFD FROM COMPHTFR TNPIIT lI OAnS P. DTMFNiTAN' aIRMTTTFT RY TRncc — TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 0-4-3 L,1-4-OY 7-0-0 Over 3 Supports R=363 U=251 W=8" 120 MPH WIND, 11.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 1 0-12-10-4 R=U=180 3-10-3 9-4-0 R=7 U=180 3-10-3 PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:14 FL 1 - - R Scale =.375" Ft. WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED P • ag (L F•. r• T C L L T C D L 20.0 7.0 P S F P S F R E F R 3 5 2-- 59296 SMYTH LUMBER CO. DATE 1 2 / 0 8 / 0 3STRUCTURALPANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s7 t ri0.42704 DRW SLTUSR352 03342646ROOFTRUSSDIVISIONIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDy: PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 7C :1 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 yi STATE OF psBCLL0.0 P S F S L T- E N G / W MRNATIONALDESIGN 407-299-I 522 FAX: 407-299-97 53 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 O_AAC•}' OR,Q w T 0T . L D . 37.0 P S F S EON 36907EACHFACEOFTRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t7shlna EN D U R F A C 1.25 FROM R HPROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Y N CERTIFICATE OF AUTHORIZATION #92!B RESPONSI81LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" J R E F'- 1S8J352_Z12 THIS DWG PRFPARFD FRnM fnMPIiTFR TNPIIT N nAnC R nTMAVCTONCI CIIAMTTTFn RY TRIICC MFR Lly7yA - LZI TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF. 11-10-4 6 R=1 U=180 T T 2-10-3 2-10-3 0-4-3 J— 9-4-0 R=4 U=180 1,1-4-0,+ 5-0-0 Over 3 Supports- R=295 U=181 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 s QTY:4 FL - 1 - R - Scale WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND EFEBRACING. RR TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO'p'F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.' IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOA(y EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A •.• RA _ 4 - ': V % 777 t No.42704 a 71{ STATE OF Jt O ' O R1OP.0fV r u p\ SNA1.El1 T C T C BC B C T 0 T L L D L DL L L L D . 20. 7. 10. 0 0 3 7 0 0 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2 - - 59297 S MYTHLUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407- 299-1 522 FAX: 407-299-91 53 DATE 1 2 0 8 0 3 DRW SLTUSR352 03342647 S L T - E N G / W MR S E Q N - 36909 D U R F AC . 1 . 25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF- 1S8J352_Z12 IV/VA - C1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, 120 MPH WIND, 10.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 11-10 4 6 R=1 U=180 2-10-3 2-10-3 0-4-3 9-4-0 R=4 U=180 2X4(Al) L<1-4-Oy 5-0-0 Over 3 Supports-' R=295 U=219 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 QTY:4 FL 1 - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND P..• •'• T C L L 20.0 P S F R E F R 3 5 2-- 59298BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE r` INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO SIF1••. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 2 / 0 8 / 0 3SMYTHLUMBERCO. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j N0. 42704IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED eROOFTRUSSDIVISIONPRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO *: * :* BC DL 10.0 PSF DRW SLTUSR352 03342648 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND 1 S APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN f cTATE OF B C L L 0.0 P S F S L T - E N G / W M R 407-299-1522 SPECIFICATION PUBLISHED BY THE AMER CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OA.•• Pe. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ..,Q R r••A T 0 T . L D . 37.0 P S F S E Q N - 36911FAX: 407-299-91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER _f s/pNA1.E b` 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 R HRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS CERTIFICATE OF AUTHORIZATION #92 1. ANSIONENT1FOOR ANYSECTIOPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec 08 '03 SPACING 24.011 JRE F'= 1S8J352_Z12• ZiV/VA - CZ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIME•NSIONS) SU®MITTED BY TRUSS HER. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 10.06 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 6 F— *10-10 4 T TR=4 U=180 0-4-3 1-10-3 1-10-3 9-4-0T-R=2 U=180712X4(A1) L,1-4-0:J 3-0-0 Over 3 Supports R=234 U=198 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 0TY:6 FL 1 R - Scale —.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T?OH (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, IJI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDy: PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ee a-`> s'.•• •'•' g% G IF•'•, v : 4v r•— NO.42704 y T C T C BC L L D L DL 20. 7.0 10.0 0 P S F P S F PSF R E F R 3 5 2-- 59299 SMYTH LUMBER CO. ROOF TRUSS DIVISION DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342649 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299- 1522 FAX; 407-299-91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TO OROR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO•.•O EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i STATE OF ' A•• P • Y R Q ••6Q BC TOT L L L D . 0. 37. 0 0 P S F P S F S L T - E N G / W M R S E Q N 37219 D U R F A C . 1 . 2 5 FROM R HPROFESSIONALENGINEERING CERTIFICATE OF AUTHORIZATION #9218 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF- 1S8J352 Z12 LIVIVA - C3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. 0-4-3 9-10-4PRQ=EWtJ3180 0-10-3 R---T—u=180 9-4-0 2X4 (Al) LE1-4-0 J 1-0-0 Over 3 upports R=247 U=280 W=8" PLT TYP. Wave TPI R Design Crit: TPI-1995 STD FLBC 6.10 n QTY:6 FL - 1 - - R - Scale =.375" Ft. WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MA ISSON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO*: BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO•..• EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F '••:I V %` NO.42704 a STATE OFA L Q•*A, OR,OP:• n ssNA` T C T C BC BC TOT L L D L DL L L L D . 2 0. 7 10.0 0. 3 7.0 0 0 0 P S F P S F PSF P S F P S F R E F R 3 5 2-- 59300 SMYTH LUMBER CO. ROOFTRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL 32703 407- 299-1522 FAX: 407-299-91 53 DATE 1 2 / 0 8 / 0 3 DRW SLTUSR352 03342650 S L T - E N G / WM R S E 0 N 37221 D U R F A C . 1 . 25 FROM R H PROFESSIONALENGINEERINGCERTIFICATE OF AUTHORIZATION #921 El DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONS+ BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1-1995 SECTION 2. Dec 08 '03 SPACING 24.0" JREF 1S8J352_Z12 ASCZ 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C E_ 2X4 BRACE GABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) 1X4 "L" BRACE • 1) 2X4 "L" BRACE . 2) 2X4 "L" BRACE •• 1) 2X6 "L" BRACE • 2) 2X6 "L" BRACE •• GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 / #2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13, 1" 13' 5" U S P F 3 3' 4" 4' 11" 4' 11" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13, 1" LT F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" W 11 STANDARD 3' 3' 4' 2" 4' 2' S' 6" 5' 6" 7' S" 7' S" 8' 7" 8' 7" 11' 8" 11' 8" 1 3' 9" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" P 2 3' B" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11 10' 11" 11' 10" 13' 1" 14' 0" 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" Qi DFL STUD 36" 4' 11 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13, 1" 13' 9" STANDARD 3' 4" 4' 3" 4' 3" 5' e" 5' 8" 7' 7" 7' 7" e' 9" 8' 9" 11' 11" 11' 11" r— 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0"' E_ S P F 3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF STUD 3' 10" 5' 11" 5' 11' 7' 10' 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W O STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" P 2 4 2" 6' 9" 7" 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" W 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" r—{ DFL STUD 4' 0" 6' 1" 6' 1" e' 0" 8' 0" 9' 6" 10' O" 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" 14' 0" 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" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' 11 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" 1 4' 8" 7' 5" 8' O" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5•' 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14 0" 14' 0" 2 3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 1 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" DFL 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" 1 6' 1" 1 6' 1" 8' 0" 8' 0" 10' 6" 1 10' 9" 12' 5" 12' S" 14' 0" 14' 0" SYMM 2X4 # 2N OR BETTER DIAGONAL BRACE OPTION: VERTICAL LENGTH MAY BE 18" DOUBLEDWHENDIAGONALBRACE IS USED. CONNECT L,. L DIAGONAL BRACE FOR 870# BRACE ATEACHEND. MAX WEB k* TOTALLENGTHIS14'. 2X4 SP OR DF-L #2, OR BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" * + IN TABLE ABOVE. DOUBLE CUT L 1 ASSHOWN) AT UPPER END. ONTINUOUS E CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MIDPOINTOFVERTICALWEB. BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE — PINE —FIR HEM —FIR 1 2 STANDARD #2 1 STUD 13STUD #3 1 STANDARD DOUGLAS FIR -LARCH SOUTHERN PINE 3 # 3 STUD STUD STANDARD STANDARD GROUP B: HEM — FIR 1 k BTR t SOUTHERN PINE DOUGLAS FIR —LARCH l 1 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TO DEAD LOAD). GABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0" OVERHANG. OR 12" PLYWOOD OVERHANG. ATTACH EACH "L" BRACE WITH 10d NAILS. FOR ( 1) 1" 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 I NO SPLICE LESS THAN 4' 0" JIX4 OR 2X3 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. 1 '' ' v THIS DRAWING REPLACES DRAWING A10030E DLING, SHIPPING, INSTALLING RLINGANDBRACING USSEEOREER TO EXTREMEUIREIB 91 ( HANDLING E IN IINSTALLING CATING NAND BRACING), PUBLISHEDi REF ASCE7-98—GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 5B3 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS THERWISE INDICATED, CHORD SHALL HAVE PROPERLY No. 42704 r DATE 09/10/01 SMYTH LUMBER CO. TOP ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ROOF TRUSS DIVISION xr IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE PRODUCTS, DRWG A12030ECO901 2722 SOUTH APOPKA BLVD. ENGINEERED INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS_STATE DESIGN; ANY FAILURE TOBUILDTHETRUSSESINCONFORMANCEWITHTPI; OR FABRICATING, OF ENG APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CDNFORMS WITH APPLICABLE PROVISIONS OF NDS ( NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE i •• 407-2991522 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 i O ••,• P,• O LD. 60 PSFFAx: 407-299-9153TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R_1 i F ••••'•••••• TOT. PROFESSIONALENGINEERINGDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELY THE IBILIOF COICONENTLARr06NAI-N`` CERTIFICATE OFAUTNORIUTION p921TYBDESIGNCOMPONENTFORANUSNGISTHETHE . RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. lffllfpu r;_ik!_SC_ ___ MAX. SPACING24.0 RIGID SHEATHING I A T T T1 - T T A T T ATTACH EACH "T" REINFORCING MEMBER WITH HAND DRIVEN NAILS: IOd COMMON TOENAILS AT 4",O.C. PLUS (4) 16d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS - 0.131" X 3": TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. ASCE 7-93 GABLE DETAIL DRAWINGS A11015EN0699, A10015EN0699, A09015ENO699, A08015EN0699, A07015EN0699 A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 A13030ECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 S11030EN0699. S10030EN0699. S09030EN0699. S08030ENO699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. 2X6 "T" REINFORCING MEMBER 2X4 "T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" B WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE 110 MPH 15 FT 2x4 10 % 10 % 2x6 40 % 50 % 110 MPH 30 FT 2x4 10 % 10 % 2x6 50 % 50 % 100 MPH 15 FT 2x4 10 % 10 % 2x6 30 % 50 100 MPH 30 FT 2x4 10 % 10 % 2x6 40 % 40 % 90 MPH 15 FT 2x4 20 % 10 % 2x6 20 % 40 % 90 MPH 30 FT 2x4 10 % 10 % 2x6 30 % 50 % 80 MPH 15 FT 2x4 10 % 20 % 2x6 10 % 30 % 60 MPH 30 FT 2x4 20 % 10 % 2x6 20 % 40 % 70 MPH 15 FT 2x4 0 % 20 % 2x6 0 % 20 % 70 MPH 30 FT 2x4 10 7. 20 % 2x6 10 % 30 % EXAMPLE: ASCE WIND SPEED = 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP q3 T" REINFORCING MEMBER SIZE = 2X4 T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7" = 7' 3" DRAWINGS GAB98117 876.719 & HC26294035 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED r• `r'•,.•••••/•., .•/ // 1F1C REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR T .PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, Vf `., T •• C V DATE 10/24/01 SMYTH LUMBER CO. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y DRWG ROOF TRUSS DIVISION IMPORTANTxr FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDN CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS NO. 42704 7 ` GBLLETIN1001 EIY]G DI,J/KAR2722SOUTHAPOPKABLVD. DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS 1 APOPKA, FL 32703 WTH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7i 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE O FA •• TOT. LD. 60 PSF FAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Z • F p'•; R. FAG. ANYPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE AND USE DF THIS COMPONENT FOR ANY PARTICULAR BUILDING [S THE i O^ O0R1 ' ••`, SPACING .24.0CERTIFICATEOFAUTHORIZATION09218:SUITABILITYRESPONSIBILITY OF THE BUIL ING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. F _ 1 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(*) OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT 11, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX 12 12 MAX. W2X4 W2X4 W2X4 8-0-0 MAX- 4 16-0-0 MAX 12 12 MAX.r V4X4 W1X3 W1X3 6-0-0 W1X3 (MAX SPACING) W1X3 W5X4/SPL W1X3 W2X4 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80% LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. E—N W2X4 OPTIONAL STUB END DETAIL W4X4 lf OPTIONAL HIP JOINT DETAIL TUICS COMMON RUSSES IPARTIAL FRAMING 20-0-0 MAX (f F) I,ip1\liililUfil7U / ww AT 2 " OC PLAN SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. '" THIS DRAWING REPLACES DRAWING A105ry/y////// WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED.'•• i V ••, TC LL 30 30 40 PSF REF VALLEY DETAIL BY TPI (TRUSS PLATE INSTITUTE, 583 D'DNOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR " SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL 20 15 7 PSF' DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTH 'LUMBER CO. MMIMPORTAPROPERLYRIGID CEILING, J0, 4 2 7 0 4 C T— FURNISHCAECOPYOFTHISDESIGN TO THE INSTALLATION CONTRACTOR. ALPIFE ROOF TR U55 DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 9C DL 10 10 10 PSF DRWG VALTRUSS0699 ENG MLH/F:AR 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE jO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING, _ C LL O O 0 PSF HANDLING, SHIPPING, INSTALLING ANDBRACINGOFTRUSSES. DESIGN CONFORMS WITH ArOPKA, FL 32703 APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE so STATE OF oT. LD. 60 57 PSF 55 407-299-1522AMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GAS ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T EACH FACE OF FAX: 407-299-9153TRUSSAND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL O ! P.•• OR ID DURYAC. PROFESSIONALENGINEERINGENGINEERING RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THESUITABILITY PONENT TICUARUSECTIONDINGI2 THE THISMDESIGNER,OPERNANSIiPI C• \ FG///s/ 0••••• 1. 25/1.33 1.15 1.15 SPACING 24 GERnFlGATE OF AUTHORIZATION#921aRESPONSIBILITYOFSTHEEBUILDINGIL1995f//l/uaunuppl\ CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR SUPPORTING TRUSS BRACING DETAILS. VALLEY RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. 2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD 3) 16d BOX NAILS D) f (A) C) ( B 3) 16d BOX NAILS 4'0" TYP. I I I\(B) L(2) 16d BOX, NAILS, TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO TRUSS TOP CHORDS PER SPECIFICATIONS 3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING 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 'ONOFRI DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 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, APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299-1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OFFAx407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALPROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE CERTIFICATE OF AUTHORIZATION #921 SUITABILITY ANO USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, 3) 16d BOX NAILS, TOE -NAILED RATED SHEATHING PARTIAL FRAMING PLAN k. V lvi lvI V IN 1 ix u o'D r D 111.1 rl If V l.. 2) 16d BOX NAILS, TOE -NAILED D) ( A) C) 3) 16d BOX NAILS, TOE -NAILED SUPPORTING TRUSSES AT 24" OC MAX SPACING 1411\P- IFiCq F BC No. 42704 ..;B k TO STATE OF 3) 16d BOX NAILS, TOE -NAILED L"Killaj THIS DRAWING REPLACES DRAWING V105-CONV LL 30 30 40 PSF REF CONY. VALLEY DL 20 15 7PSF DATE 06/25/99 j)L 10 10 10 PSF DRWG VALCONVF0699 L O 0 0 PSF ENG MLH/KAR LD. 60 155 157 PSF l C. 1.25/1.33I1.1511.15 CING SEE ABOVE N4 TOP CHORD 2X4 #2 OR BETTER I BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER PIGGYBACK DETAIL REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING. TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 2 OR BETTER A E F. A A,--- - En - Er-, u / E- v---- E 20' FLAT TOP CHORD MAX SPAN II E E E E EITHER PLATE OPTIONAL B LOCATION IS SPLICE B BACCEPTABLED B D-SPLICE B ZI 2' Li TYP. B B B B C—TYP. 12 12 * MAX 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 lx4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND BO% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80%. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 0 0 0 0 0 0 0 0 0 o a o 2 0 0 0000 ,. 0 0 0 0 I1\\ * * *11* * //I i' 8 1/4„ l t'jAD&AWING REPLACES DRAWINGS 634,016 634.017 & 847.045ATTACHPIGGYBACKWITH3X8TRULOXORALPINEPIGGYBACKSPECIALPLATE. `•i1r111 wwWARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR„ SUITE 200, MADISON, WI. 53719) FORSAFETYPRACTICESPRDRTOPERFORMINGTHESEFUNCTIDNS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL IMPORIMPORTANT— PROPERLY COPYRIGIDFURNISHATTACHEDOFCEILINGDESIGN T THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITHAPPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS T 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 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE RUITABI ISUITABILITYRESPOSIBI AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THETYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Z' ``P N/ y t•\\\•••••'F V ! C,q,., VC •• N, 42704 STATE O F y A j^ . ` O R j0 ` ;w` i I MAX LOADING y 55 PSF ATi S .33 DUR. FAC. 50 PSF AT 9.25 DUR. FAC. 47 PSF AT2 1.1 5 DUR. FAC. REF PIGGYBACK DATE 06/25/99 S ROOF LUMBER CO. ROOFTRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPIu, FL 32703 407- 299,1522 FAX: 407-299-9153PROFESSIONAL ENGINEERING GERI7FIEATE OF AIITHDflIZATIDN #9218 DRWG PIGBACKBO699 ENG DLd/KAR cif ACING 24.0 iF- Al BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (lX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 it 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON -DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 4 ++ M+ 3X8 1111:1111A TRULOX** LOXMAX42X8WEDGE( 2) 8D NAILS CUT TO FIT GE 1;;iiClliilltiilllA DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER T HIB-91 (HAN LING INSTALLING AND BRACING), PUBLISHED BY I I (TRUSS PLATE INSTITUTE, 583 'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,` TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL p N/ yI fi `F CiI'•. i TC LL - PSF DL, — PSF REF BC FILLER DATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.F`•• B DL 10.0 PSF DRWG BCFILLER0699 ROOF TRUSS DIVISION 2722SOUTH APOPKABLVD. 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 BUIL THE TRUSSES IN CONFORMANCE WITH TPII OR FABRICATING, No. 42704- i C_ LL - PSF ENG DL7/KAR APOPKA, FL 32703 HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE c C pOg LD. PSF, 407-299-1522 FAx: 407-299-9153 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUS S AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC. 1.0/1.15/1.25/1.33 PROFESSIONALENGINEERINGDRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i CERTIFICATE DF AIfTHORIZATION #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE j AlP O24.0 RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Q '.•• ACING STEPDOWN CORNER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH*** SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 2-09-15 1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# J1 J3 J5 ** J7 3.00 12 TO6.00 W2X4 R=463#, W=3.50" END AND CORNER JACKS 2' TYE 7' 5' CORNER SET SETBACK 3' 7' 0 0 1 4 2 HIP OR COMMON TRUSSff l HIP TRUSS J5 J3 J1 J J1 J3 J5 J7 J7 J7 J' 1 3- 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS HJ ** (3) 16d TOENAILS 2.12 12 W2X4 TO4.24 W2X5 W3X4I OR SIMPSON3/4". 4- THJA26 1 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 HID-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 THERWISE INDICATE, 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. ALPINE ROOF TRUSS DIVISION IER ENGNEEDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DES ON; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407- 299-1522 AMERICAN FOREST AN PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MA E OF 20GA ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153TRUSS 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 #9218 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY F THE BUILDING ESIGNER, PER ANSI/TPI 1-1995 SECTION 2. HIPJACK IFIC ) 4;. sv BC r No. 42704 fk 0 o :, STATE OF Ot•_•.' cL n o tOP _2 ALTERNATE LOADING TCLL 20 PSF TCDL 20 MAX PSF BCDL 10 PSF TOT. LD. 50 MAX PSF DUR. FAC. 1.25 THIS DRAWING REPLACES DRAWING HC11795029 LL 30 MAX PSF REF 7' STBK CS DL 15 MAX PSF DATE 06/25/99 pL 10 PSF DRWG CS7SBK3A0699 jL 0 PSF ENG SJP/KAR LD. 55 MAX PSF AC. 1.33 G SEE ABOVE V4 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH 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. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T-BRACE OR • L-BRACE SCAB T-BRACE L-BRACE M. R THIS DRAWING REPLACES DRAWING 579,640 WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, •.. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED 1IFIC/j'. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MA ISON, WI. 53719) FOR `, 11 G / TC LL PSF REF - CLB SUBST. DATE 06/25/99SAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL PSF TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLUMBERCo. HAVE A PROPERLY ATTACHED RIGID CEILING. DL PSF DRWG BRCLBSUB0699IMPORTANT; • FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP1 NO. 42704 sROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISDESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,ff2722SOUTHAPOPKABLVO. ' C LL PSF ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH = APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE O FAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20 OT. LD. P SF 407-299-1522 : Q ASTMA653GR40GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF FAX: 407-299-9153 TRUSS AND, UNLESS THERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER $ /pl'• DRAWINGS160A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE F PROFESSIONAL • /CO D LJR. FAC. PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHE1O• CERTIFICATEOFAUTHORIZATION #9216'SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE /^ • • RESPONSIBILITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI I-1995 SECTION 2. g ` (1' _ - ,VNJ jSPACING YLUUK bAbLt PHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED by TRUSS MFR. TOP CHORD 4x2 SP #3 BOT 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,MIN. ZZZ171711 JACK STUD DETAIL WALL STUDS NOT SHOWN FOR CLARITY PURPOSES) W2.5X4 = / DIAGONAL WEB SHOWN FOR CONNECTOR PLATE PURPOSES TRUSS MAY BE INSTALLED UPSIDE DOWN. DESIGN CRITERIA 1: ALL TRUSS LUMBER TO BE SP #3. 2: ATTACH TOP OF RIBBON BLOCK WITH 2-IOD GUN NAILS. 3: DIAGONAL WEBS TRUSS SPAN < or = TO 12' 12' < TRUSS SPAN < or = TO 20' 20' < TRUSS SPAN < or = TO 30' 30' < TRUSS SPAN 4: 16" OC VERTICALS, TYPICAL. NO DIAGONALS ONE DIAGONAL TWO DIAGONALS THREE DIAGONALS ONE EACH END AND CENTER) 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 VAS 12, 102,MMMMc Hfit[I11.1<M4[L'#1f1tu.J a a I<Il[11:I'J11_'l 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. F Continuous Support Note: All Plates Are W2X4 Except As Shown..\```"IIIjYI'llj/, Q"''°D, p PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0SIN.-la."'••N '., FL - 1 R Scale 375" Ft. WARNING"' TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TO HIS-91 j_ G L L 40.0 P S FBRACING. REFER (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 500 D'ONOFRIO OR., SUITE 200. HADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO; PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED lk D L 10.0 P S F R E F R 3 5 2-- 1 5 3 7 2 DATE 0 7 1 5 0 2SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N 0 • 4 2 7 0 4 DRW SLTUSR352 02196003ROOFTRussDIVISIONIMPORTANT** 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 BDL 5.0 PSF 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND y APOPKA, FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE O F B L L 0.0 P S F S L T - E N G / W MR 407-299-1 522 SPECIFICATION PUBLISHED BY THE AMER51CAM FOREST AND PAPER' ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 6R40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T L D 55.0 P S F S E 0 N 11184FAX: 407.299.91 53 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ros. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING i o OO•R , • s(1/®•\ b U R F A C 1 00 FROMANDUSEERTHISEBUILDINGO CERTIFICATE OIFFAUTHORIZATIONI#9218 COMPONENT FORLITM ANY PARTICULAR ISOTHETREESPONSIBILIITY OF THE BUILDING DESIGNER. PTYlJ ANSI/TPI 1-1995 SECTION 2. JREF 1RU8352_Z17 SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: 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. 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) 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. FOR DOUBLE STACKED CHORDS USE (2) 3X10 TRULOX PLATES. 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. STACKED CHORD FIGURE 5: SINGLE SHEAR .BLOCK CONNECTION AT CONCENTRATED LOAD CROSS SECTION DETAIL 31I 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH (3) 10d COMMON 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) 2xB 2000# 2) 2x6 3000# 2) 2x8 1 3500# 11 MEMBER 1 MEMBER 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 BLOGKS CONNECTION ATTO3.5" 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 AT CONCENTRATED LOAD LOCATION CONCENTRATED LOAD MUST BE APPLIED TO THIS FACE. 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 SPECIFIEI 6X18 TRULOX PLATE BENT AS SHOWN. 2X6 OR 2X8 #3 OR BETTER SHEAR BLOCKS. PLACE BLOCK IN KEYWAY AND CONNECT TO EACH PLY WITH 3) 10d COMMON (0.148" x 3") NAILS I R / PLACES DRAWINGS 1,070.978 798517 T620,124 & T615,489 WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED N V .••••••• I FIC,q LL PSF REF SY42 CONNECTION BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI DR., SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V (! T •. GV Tc••• C%DL PSF DATE 06/25/99 S MYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. B iL PSF DRWG CNSY42PLO699 ROOF TRUSS DIVISION rIMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS No. 427014 Bi NG MLH/KAR2722SOUTHAPOPKABLVD. DESIGNI ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH E BCL PSF APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE S OT= LD. P SF407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF L .o •. STATE OFFAx: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER FAC' 1.00PROFESSIONALENGINEERING DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4 O.. ` p`.•' AI)rHORIZAT1ON#921B SUITABILITY AND U F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O R I CERTIFICATE OF RESPONSIBILITY OFTHE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ACING FbRM, ,600A-2001 V FLORIDA ENERGY EFFICIENCY CODE FOR BUILDINGCONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: NMH1979 - 1979 Builder: ORR HOyJ,ES Address: j 6/;jJ, L. Permitting Office: City, State: Permit Number: Owner: 4)0r-ps fL/ 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: 40.0 kBtu/hr 3. Number of units, ifmulti -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) 1979 ft2 N/A 7. Glass area & type a. Clear - single pane 290.0 112 _ 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: 8.00 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Vap: 40.0 gallons a. Concrete, Int Insul, Exterior R=4.2, 1371.0 ft2 _ EF: 0.88 _ b. Frame, Wood, Adjacent R=11.0, 374.0 W _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1979.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 29249 PASSTotalbasepoints: 29986 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. r; PREPARED BY: Q2DATE: I hereby certify that this buildin ed, is in compliance with the Flon OWNER/AGEI DATE: Review of the plans and q$E sr specifications covered by this _V0 = 9T o calculation indicates compliance w",,,,°' with the Florida Energy Code. F ' 0Beforeconstructioniscompleted this building will be inspected for 4 compliance with Section 553.908 Florida Statutes. COD wed BUILDING OFFICIAL-,,,,! _ _ DATE: 1tx; f EnergyGauge® (Version: FLRCSB v3.2) FORM 6COA-2001 r to ti SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1979.0 25.78 9183.4 Single, Clear NE 1.0 6.5 32.0 43.65 0.98 1367.0 Single, Clear NE 6.5 7.5 7.0 43.65 0.62 188.6 Single, Clear NE 6.5 14.0 33.0 43.65 0.78 1124.7 Single, Clear SE 1.0 6.0 46.0 56.64 0.97 2516.7 Single, Clear SE 16.5 6.0 16.0 56.64 0.41 368.6 Single, Clear SW 8.0 9.0 64.0 52.82 0.54 1816.2 Single, Clear SW 1.0 6.0 24.0 52.82 0.96 1223.3 Single, Clear SW 1.0 5.0 20.0 52.82 0.94 990.6 Single, Clear NW 1.0 6.0 48.0 37.74 0.97 1762.3 As -Built Total: 290.0 11358.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 374.0 0.70 261.8 Concrete, Int Insul, Exterior 4.2 1371.0 1.16 1590.4 Exterior 1371.0 1.90 2604.9 Frame, Wood, Adjacent 11.0 374.0 0.70 261.8 Base Total: 1745.0 2866.7 As -Built Total: 1745.0 1852.2 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 28.8 As -Built Total: 18.0 43.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1979.0 2.13 4215.3 Under Attic 30.0 1979.0 2.13 X 1.00 4215.3 Base Total: 1979.0 4215.3 As -Built Total: 1979.0 4215.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 220.0(p) 31.8 6996.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 31.90 7018.0 Raised 0.0 0.00 0.0 Base Total: 6996.0 As -Built Total: 220.0 7018.0 INFILTRATION Area X BSPM Points Area X SPM = Points 1979.0 14.31 28319.5 1979.0 14.31 28319.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 A 10. SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37617.6 Summer As -Built Points: 38770.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38770.1 1.000 1.087.x 1.150 x 1.00) 0.284 1.000 13772.0 37617.6 0.4266 16047.7 38770.1 1.00 1.250 0.284 1.000 13772.0 EnergyGaugeTm 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 1979.0 5.86 2087.4 Single, Clear NE 1.0 6.5 32.0 12.00 1.00 384.1 Single, Clear NE 6.5 7.5 7.0 12.00 1.00 84.1 Single, Clear NE 6.5 14.0 33.0 12.00 1.00 396.3 Single, Clear SE 1.0 6.0 46.0 8.34 1.02 391.8 Single, Clear SE 16.5 6.0 16.0 8.34 1.94 258.7 Single, Clear SW 8.0 9.0 64.0 9.22 1.29 762.9 Single, Clear SW 1.0 6.0 24.0 9.22 1.01 223.5 Single, Clear SW 1.0 5.0 20.0 9.22 1.02 187.7 Single, Clear NW 1.0 6.0 48.0 12.23 1.00 585.9 As -Built Total: 290.0 3275.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 374.0 1.80 673.2 Concrete, Int Insul, Exterior 4.2 1371.0 3.26 4469.5 Exterior 1371.0 2.00 2742.0 Frame, Wood, Adjacent 11.0 374.0 1.80 673.2 Base Total: 1745.0 3415.2 As -Built Total: 1745.0 5142.7 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 72.0 As -Built Total: 18.0 106.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1979.0 0.64 1266.6 Under Attic 30.0 1979.0 0.64 X 1.00 1266.6 Base Total: 1979.0 1266.6 As -Built Total: 1979.0 1266.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 220.0(p) 1.9 418.0 Slab -On -Grade Edge Insulation 0.0 220.0(p 2.50 550.0 Raised 0.0 0.00 0.0 Base Total: 418.0 As -Built Total: 220.0 550.0 INFILTRATION Area X BWPM Points Area X WPM Points 1979.0 0.28 554.1 1979.0 -0.28 554.1 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT Winter Base Points: 5869.1 Winter As -Built Points: 9786.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9786.3 1.000 1.078 x 1.160 x 1.00) 0.427 1.000 5220.8 5869.1 0.6274 3682.3 9786.3 1.00 1.250 0.427 1.000 5220.8 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE 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 40.0 0.88 4 1.00 2564.00 1.00 10256.0 As -Built Total: 10256.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 16048 3682 10256 29986 1 13772 5221 10256 29249 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-stmy Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 OTHER PPFSC:RIPTIVF MFA141 IRFC /mnct hn mnf nr nvrrnnrinrl by nil rncirinnrnc 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap re uired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. 71Commonceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.8 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1979 ft2 c. N/A 7. Glass area & type a. Clear - single pane 290.0 W _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 220.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=4.2, 1371.0 ft2 _ b. Frame, Wood, Adjacent R=11.0, 374.0 ft2 _ 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, 1979.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 40.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 8.00 Cap: 40.0 gallons EF: 0.88 yO ZtIE ST4o a 1 Q WE NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list 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) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1979.bld 10-14-97 For: MORRISON HOMES By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 7 o Deg F Design TD: 32 Deg F HEATING SUMMARY Bldg. Heat Loss 38803 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 38803 Btuh INFILTRATION Method S imp l i f i e d Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1979 1979 Volume (cu.ft.) 18453 18453 Air Changes/Hour 0.8 0.4 Equivalent CFM 247 123 HEATING EQUIPMENT SUMMARY Make TRANE Model Type Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat 7.30 0 Btuh 0 Btuh 0 Deg F 1400 CFM 0.036 CFM/Btuh Job-4 PLAN 1979 Wthr Orlando AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 7 5 Deg F Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 29325 Btuh Ventilation 9 9 0 Btuh Design Temp. Swing 3 .0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 30315 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 13 8 0 Btuh Ventilation 1496 Btuh Infiltration 3688 Btuh Tot Latent Equip Load 6564 Btuh Total Equip Load 36879 Btuh COOLING EQUIPMENT SUMMARY Make TRANS Model Type COP/EER/SEER 10.00 Sensible Cooling 41500 Btuh Latent Cooling 0 Btuh Total Cooling 41500 Btuh Actual Cooling Fan 1400 CFM Clg Air Flow Factor 0.048 CFM/Btuh Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J:VI 3.0.12 S/N 10315 Printout certified by ACCA to meet all requirements ofManual Form J RIGHT-J CALCULATIONPROCEDURESA, B, C, D Job #: PLAN 1979 File name: 1979.bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.8 AC/HR x 18453 Cu.Ft. x 0.0167 = 247 CFM 2. Winter Infiltration Btuh 1.1 x 247 CFM x 32 Winter TD = 8678 Btuh 3. Winter Infiltration HTM 8678 Btuh / 306 Total Window = 28 .4 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* 1. Summer Infiltration CFM 0. 4 AC/HR x 18453 Cu.Ft. x 0.0167 = 123 CFM 2. Summer Infiltration Btuh 1.1 x 123 CFM x 18 Summer TD = 2441 Btuh 3. Summer Infiltration HTM 2441 Btuh / 306 Total Window = 8.0 HTM and Door Area Procedure C - Latent Infiltration Gain. 0.68 x 44 gr.diff. x 123 CFM = 3688 Btuh Procedure D - Equipment Sizing Loads 10-14-97 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD = 990 Btuh Sensible Load for Structure (Line 19) + 29325 Btuh Sum of Ventilation and Structure Loads = 30315 Btuh Rating and Temperature Swing Multiplier x 1. 00 RSM Equipment Sizing Load - Sensible + 30315 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 5 0 Vent.CFM x 44 gr.diff. = 1496 Btuh Internal Loads = 230 x 6 No. People + 13 8 0 Btuh Infiltration Load From Procedure C + 3688 Btuh Equipment Sizing Load - Latent = 6564 Btuh Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J I 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 1 Name of Room Entire House EOY LIV/DIN KIT 2 Running Ft. Exposed Wall 201. 0 Ft. I 11. 0 Ft. 43. o Ft. 10.0 Ft. 3 Room Dimensions, Ft. 0.0 t. 7.0 x 8. 0 Ft. 16.0 x 21. o Ft. 16.0 x lo. 0 Ft. 4 Ceiings, Ft Condit. Option 9.3 heat/cool d 10.0 heat/cool 9.4 heat/cool 9.4 heat/cool TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 1564 70 338 94 Exposed b 13C 3.2 1.2 331 40 66 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 s* 0 0 0 f 0.0 0.0 0 o 0 0 6 Windows and a lC 37.0 191 7059 8 296 55 2033 0 0 Glass Doors b 8C 37.0 64 2365 0 0 0 0 0 0 Heating c, 9C 38.7 33 1278 33 1278 0 0 0 0 d 0.0 0 0**** 0 o**** 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 26.1 32 821 14 441 5 110 0 0 Glass Doors NE/NW 41.0 167 6847 0 0 23 943 0 0 Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0 SE/SW 57.7 89 5161 27 2089 27 1323 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 11A 18.9 12.7 18 340 229 0 0 0 0 0 0 0 0 0 b I o.0 o.0 0 0 0 0 0 0 0 0 0 0 0 0 a 14B 4.6 2.11276 5681 2628 29134 60 283 1304 583 94 433 194r;a b 13C 3.2 1.2 313 986 366 40 126 47 66 208 77 0 0 0 d 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 2051 3478 4566 56 95 125 336 570 741 160 271 356 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 11 Floors a 22A 25.9 0.0 201 5210 0 11 285 0 43 1115 0 i0 259i 0 o.0 0.0 0 0 0 0 0 0 0 0 C 0 0 0 c b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.4 8.0 306 8678 2441 41 1163 327 55 1560 439 0 0 0 13 Subtot Btuh Loss=6+8..+11+12 35275 3376 6789 964 14 Duct Btuh Loss 100 3528 100 338 101 679 100/- 96 15 Total Btuh Loss= 13+14 38803 3713 7468 1060 16 Int. Gains: People @ 300 6 1800 0 0 1 300 0 0 Appl. @ 1200 2 1800 0 0 0 0 1 1200 17 SubtotRSH Gain=7+8..+12+16 26659 3088 4522 1710 18 Duct Btuh Gain 100 2666 10° 309 100 452 100 175' 19 Total RSH Gain=(17+18)*PLF 1.00 29325 1.00 3397 1.0o 4975 1.00 1925 I201 CFM Air Required 14001 14001 I 134 1621 I 269 2371 I 381 92 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 Qf.r. Name of Room NOOK FAM MBR MBTH 2j31 Running Ft. Exposed Wall 9.0 Ft. ( 31. 0 Ft. 19. 0 Ft. 21 .0 Ft. Room Dimensions, Ft. 14,0 x 9. o Ft. 16.0 x 16.0 Ft. I 13.0 x 28.o Ft. 12.0 x 11.o Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 9.4 heat/cool 9.4 heat/cool TYPE OF CS HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg I Clg Length Htg Cl- Length Htg Clg Length Htg Cig Length Htg Clg 5 Gross a 14B 4.6 2.1 85 291 179 197 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 Hf 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 23 850 0 0 40 1478 17 628 Glass Doors b 8C 37.0 0 0 64 2365 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 26.1 0 0 0 0 0 0 0 0 Glass Doors NE/NW 41.0 23 943 64 2624 40 1640 17 697 Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0 SE/SW 57.7 0**** 0 0***' 0 0**** 0 0**** 0 South o.0 0**** 0 0**** 0 0.0 0**** 0 0****0 I****00Sot 0 0**** 0 3 Other doors a 11A 18.9 12.7 0 0 0 0 0 01 0 0 0 0 U 0 b I I 0.0 o.o 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 62 214 127 227 1041 411 139 639 215 180 831 371 Exposed b 13C 3.2 1.2 0 0 0 0 0 C 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 o.o o.o 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 2.2 126 214 280 256 434 570 364 617 310 132 224 294_ 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 11 Floors. a 22A 25.9 0.0 9 233 0 31 809 C 19 492 0 21 344 0 b 0.0 o.o 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.9 8.0 23 652 183 64 1815 510 40 1134 319 17 482 136 13 Subtot Btuh Loss=6+8..+11+12 2233 6466 4361 2710 14 Duct Btuh Loss 10° 223 10° 647 100 436 100 271 15 Total Btuh Loss = 13+14 2456 7113 4797 2981 16 Int. Gains: People @ 300 0 0 4 1200 1 300 0 0 Appl. @ 1200 0 0 0 0 0 0 0 0 17 Subtot RSH Gain=7+8..+12+16 1534 5373 3355 1498 18 Duct Btuh Gain 10° 153 100 537 101 335 100 150 19 Total RSH Gain=(17+18)*PLF 1.00 1687 1.00 5910 1.00 3690 1.00 1648 20 CFM Air Required I **'* 891 811 1 2571 2821 I 173 1761 I 108I 79 Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 AA AATT TAT T.'41, CA DI(`TST_T• C/AT n 1 Name of Room BR4 BR3 BTH2 BR2 2 Running Ft. Exposed Wall I lo. o Ft. 13. 0 Ft. 0. o Ft. 28.o Ft. 3 Room Dimensions, Ft. 12. 0 x 10. 0 Ft. 12. 0 x 13. 0 Ft. 15. o x 9. 0 Ft. 14 . 0 x 10. o Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool 9.4 heat/cool 8.0 heat/cool 9.4 heat/cool TYPE OF CS1 HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 94 122 0 ga Exposed b 13C 3.2 1.2 0 0 0 169 Walls and c 0.0 0.0 0 ssss ssss 0 ssss ssss 0 ssss sss* 0 ssss ssss Partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 ssss ss** 0 ssss ssss o sss* ssss o ssss ssss f 0.0 0.0 0 ssss sss 0 sss ssss 0 sss ssss 0 ss ss*s 6 Windows and a 1C 37.0 16 591 16 591 0 0 16 591 Glass Doors b 8C 37.0 0 0**** 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 o**** f o.0 0 0**** 0 0**** 0 0**** 0 0**** 7 Windows and North 26.1 4 90 4 90 0 0 4 90 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0**** 0 0**** 0 0**** 0 0**** 0 SE/SW 57.7 12 583 12 583 0 0 12 563 SouthSot o.o o**** 0 0**** 0 0**** o o**** 0.0 0**** 0 0**** 0 0**** 0 0**** I 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b I o.0 0.0 0 o 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 78 359 161 106 489 219 0 0 0 78 359 161 Exposed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 169 532 198 Walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Partitions d 0. 0 0. o 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 2.2 120 204 267 156 211 347 135 229 301 140 237 312 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 11 Floors a 22A 25.9 0.0 10 259 0 13 337 0 0 0 0 28 726 0 b o.o o.o 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 12 Infiltration a 28.9 8.0 16 454 128 16 454 128 0 0 0 16 454 128 13 Subtot Btuh Loss=6+8..+11+12 1867 2136 229 2900 14 Duct Btuh Loss 100 187 10° 214 100 23 100 290 15 Total Btuh Loss = 13+14 2054 2350 252 3190 16 Int. Gains: People @ 300 0 0 0 0 0 0 0 0 Appl. @ 1200 0**** 0 0******** o 0 o 17 Subtot RSH Gain=7+8..+12+16 1229 0 1471 18 Duct Btuh Gain 100 123 100/ 137 100 30 10° 147 19 Total RSH Gain=(17+18)*PLF 1.00 1351 1.00 1503 1.00 331 1.00 1618 201 CFM Air Required I **** I 741 65 1 851 721 I 9I 16 I 1151 77' Printout certified by ACCA to meet all requirements of Manual J Form 1979 Job# PLAN 1979 Zone: Entire House 10-14-97 HIT f AT 1.-VA DUUT T. QW,n- , 1 Name of Room UTIL F2RunningFt. Exposed Wall ( 6. o Ft. ( Ft. Ft. Ft. 3 Room Dimensions, Ft. 10.0 x 7.Ft. 0 x Ft. x Ft x Ft. 4 Ceiings, Ft Condit. Option 9.4 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14B 4.6 2.1 0 s** Exposed b 13C 3.2 1.2 56 s** Walls and c 0.0 0.0 0 ssss ssss ssss ssss ssss sss* ssss s*ss Partitions d 0.0 0.0 0 ssss ssss ssss ssss ssss ssss sss* ssss e 0.0 0.0 0 ssss ssss ssss ssss ssss ssss ssss ssss f 0.0 0.0 0 ssss ssss ssss ssss ssss sss ssss ssss 6 Windows and a 1C 37. 0 0 0 Glass Doors b 8C 37.0 0 0 Heating c 9C 38.7 0 0 d 0.0 0 0 sss s*ss sss* s*ss e 0.0 0 0 ssss ss s*** ss* f 0.0 0 o ssss ssss ss sss. 7 Windows and North 26.1 0 0 Glass Doors NE/NW 41.0 0 0 Cooling E/W 0.0 0 o SE/SW 57.7 0 ssss 0 ssss ssss ssss SouthSot 0.0 0 0 0.0 0 0 8 Other doors a 11A 18.9 12.7 18 340 229 b 1 o.o o.o 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 Exposed b 13C 3.2 1.2 38 120 44 Walls and c 0.0 0.0 0 0 0 Partitions d o.o o.o o 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2.2 70 119 156 b 0.0 0.0 0 0 0 c 0.0 0.0 0 0 0 11 I Floors a 22A 25.9 0.0 6 156 0 b o.o o.o 0 0 0 c 0.0 0.0 0 0 0 12 Intiltration a 28.4 8.0 18 510 144 13 Subtot Btuh Loss=6+8..+11+12 1244 ssss ss** 14 Duct Btuh Loss i00A 124 15 Total Btuh Loss = 13+14 1369 s*** ss** 16 Int. Gains: People @ 300 0 0 Appl. @ 1200 1 600 17 SubtotRSHGain=7+8,+12+16 1173 18 Duct Btuh Gain I0° 117 19 Total RSH Gain=(17+18)*PLF 1.00 1291 I20I CFM Air Required 491 621 I I **'* I **** Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job #: PLAN 1979 File name: 1979 . bld 10-14-97 W S D W G L S S 0 N A S 0 0 W C W S N K I A L 0 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 0 X Y T M R R FOY a n sw a c n n n y 1 90 1.0 6.0 5.0 2.3 78.0 8.0 8.0 c n sw a c n n n y 1 90 1.0 6.0 8.5 6.8 78.0 33.0 6.2 LIV/DIN a n sw a c n n d y 1 90 1.0 1.4 1.5 5.0 49.0 32.0 5.0 a n nw a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 23.0 0.0 KIT NOOK a n nw a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 23.0 0.0 FAM b n ne a c n n d y 1 90 1.0 11.0 1.0 8.0 41.0 64.0 0.0 MBR a n nw a c n n d y 1 90 1.0 15.5 1.0 5.0 41.0 16.0 0.0 a n ne a c n n d y 1 90 1.0 1.4 1.0 5.0 41.0 24.0 0.0 MBTH a n ne a c n n d y 1 90 1.0 1.4 1.0 4.1 41.0 17.0 0.0 BR4 a n se a c n n d y 1 90 1.0 1.4 1.0 5.0 49.0 16.0 4.1 BR3 a n se a c n n d y 1 90 1.0 1.4 1.0 5.0 4.9.0 16.0 4.1 BTH2 BR2 a n se a c n n d y 1 90 1.0 1.4 1-0 5.0- 49.0 16.0 4.1. UTIL I 1 L 16F17 LN, OPTy' I FAN 1 PRE -WIRE TU15 I I yp id= urI}Cfl i ,(` 4LL Coo 01 CFI:,:. FANPRE -WIRE` I r I Ott a I I f rm z. FAN PRE-WI 1 ( t I ti1C.0f =, 2- Pao s 70 loxlo WGL r xr TO x - T STAT ten dQQK I I ISD. u{ I OUTLET FOR--- EEEii3 , DW/ ruB I 4 I I T \ si DB DW INK spiY OPTO I 3 - LINEN OPT OPT -W L-------- REF. To ( 2 oFGdP - nJ I_ T 9TA 4dc A/ C 5, ITCNED LIGHT - U. H \ IN ATTIC Zoxld PLLry E. c A L ly,,, — -- F- 8 I I I s OPT. OPT. Z IZ I -1 GA4DF..4 > c.DY. PORCH L16HT H/ OPT.,'-_l FAN I BATHPRE -WIRE M. FAN I 1 LPrxr=-wlee -A. i_ 111 1xgeo C l I PRE - HIRE 1,) I x I ' BED °4mr - u " Zf lo \a)/ F.A.0-u NT 7c / o i 4JI / I 1 T5L7i1I10 I , NOOK y I I x. AV. AV. -74.a OUTLET FOR - I r+wv15P. UB DW/ D/ TO I aFGdP w I 1 T Dal T IWDIBP OPT )l Y) L ` p / IT -- LINEN OPt in e" X 2I, ftyT TAIb2 ROM BL[X;. 1 x8 1 1C0 j 2. J u 1 E5 5.+ITC.ED LIGHT IN ATTIC _ zo x I d P mot_ i dT f BLpr--,- jE Ect AA o. w Oi T 5TAT NOOK I 5? u I OUTLET FOR - reDW/ DISf'. I iL 6FI FI T Dw I DB SW IIUDIBP- T OPT 19:nu I I 7 OPT JTH L.L Ta Pita F GAP ' T 9TA 1 I / I / ILQI LINEN loxlc IlP cw " z y 5: 17CNED LIGtaT IN ATTIC ZOw PLLuJ L4T Err Bt.J:)r2 ay S ( wai:D I I 1 , I Cfl I mac 74 0 ui '-1E TEQ T —__ /. Ti_ OPT. o_, vELsT- To 2ooFG'11P W / Fd.iJ c Mlry, Z ROY BIDR. M BIDG, Y I GAL PLAN - `-y"c Cato / 1 E'- -1 , Kv") H P SCALE 1/4 I m A' BNOU.N ONE BY WOOD - BUCK BY OTHERS CAULK BETWEEN WNDOWBUCK FIANCE k W000 BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISHBYOTHERS PERIMETER CAULK BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOWHEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAUL BY OTHERS ONE BY WOODSHIMASREO'D BUCK BY OTHERS SEE NOTES) 1 1/4' MIN. BUCK MOTHINSTALLATIONANCHOR EMBEDMENT 3/16' DIA. TAPCON 1/4- SHIM SHIM AS REO'D SHOWN FLANGE TYPE SPACE MAX SEE NOTES) CAULK BETWEEN WINDOW FRAME W000 BUCK do JAMB G CONCRETE MASONRY OPENING OR MASONRY BY OTHERS OPENINGEBYOTHERS d C `INSTALLATION 1 1/4• MIN. ANCHOR EMBEDMENT 7/-16' OIA d TAPCON SHOWN PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD RUCK h WINDOW WIDTH MAS'Y OPENING 1/4' SHIM BY OTHERS SPACE MAX. EXTERI CAULK BETWEEN EXTERIOR FWINDOWFLING WOOD FINISH SECTION 2 BY OTHERS WINDOW WTH. B C BUCK D E FA HEIGHT SILL STOOL BY OTHERS WINDOW HGT. F G H I. CAULK BETWEEN WINDOW FLANGE NX PRECAST SILL WTVULKEM PRECASR SILL 116 ADHESIVE CAULK OR ELEVATION BY OTTERS -APPROVED EQUAL VIEWED FROM EXTERIOR SECTION1C EI,T-FitiL.v• a 7'L gO'E7D,tT {1 3.,7 LGlt t\UL' k Y llLt1 R 1CLii15:L,o K R. G'qlZi it TT . r1 i 4j —1 COMPARATIVE ANALYSIS ATION CHART CALL WINDOW DESIGN PRESSURE' TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS SIZE WIOTH/MDGHT EXTERIOR INTERIOR HEAD JAMBS 12 19 1n % 26 99 99 B F,G13 19 I, X 38 3n 78 78 B F,G F.G 14191/5 X 50 3/8 59 59 54B BF.G 14+4 19 1n X 54 Cn 54 52 B F,G 14+5 19 1n X 55 5/052 45 B F,C 151619t/5 X 83 19Ila X 72 45 4040 AF G 1H2 5 In Y B 1 8 F. G 1H3281/2 X 311 3/8 51 4451 44B 8F,G 1H4251/2 X 50 Sn 5442 B F,G 1H4+4 26 1/2X 5/542 26 X 55 41 41 B F,G iH4+5 11151/2 an 26 1n x 63 40 40 B F,G iH6 2E t X 72 40 40 a FG 3CX2 30 1/2 X 2fi 56 6 B F,G F.c 3OX330to % 38 an 44 44 40B 8F,G 3OX430toxSD5n4040 B F. 30X4+4 30 1/2 X 54 8n 30 55 40 4040 B F,G 3OX4+5 30% 5 in X 5/e 6340 40 30inX3n 40 40 B F,G 24 37 x 50 Sn 40 40 B F,G 244- 4 37 X 54 &A 40 40 B F,G F,c 24+5 37 X 55 3/5 40 4040 40B BTiBF,G,H,I 25637X5337 X 72 40 40 F G H I 4826 48 X 26 46 46B F,G F.G 4.38 48 X 38 3n 40 40 40B F, C 465048X505n404040BF,G,H,1 484+4 484+ 5 48 X 54 Sn 48 X 55 Bn 40 40 B F.G,H•1 4863 74a73248 X 63 48 X 72 40 4040 B GHI Fn. 531/8 X 25 45 45 B 33 53 1/8 X 38 3n 40 40 408 B34531n % so en 53X546n40 4040 B 34+4 t/5 53 X 55 ttn 40. 40 B 34+5 to 53x 63 4040 B 35381n53iX724040B11) WWHERE WATER RESISTANCE TEST REOUIREMENT OF 15% OF DESIGN LOAD APPLES, POSITIVE DESIGN LOADSWILLBELIMITEDTO40.0PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WNDOW W CONCRETE OR MASONRY OPENING USE 3/16' DIA TAPCON ANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 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 ALL OTHER FACTORY APPLIED INSTALLATION- HOLES 5) IF EXACT WINDOW SZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'0. GENERAL NOTES: i) SWM AS REO'0. AT EACH INSTALLATION ANCHOR WITH LAUD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. _ _ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SILL MUST BE 1001 M. Crtu6l Rd,Cartd65n, 1X T5006 • P.O. 6oX 619022 • OaRS,, 1X 75911 ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. tYuttwo IXSO1PR01 4) APPUCATION OF VULKIM 116 ADHESIVE CAULK. AT FRAME SILL MUST COMPLY WITH SEALANT ASSEMBLY DRAWING MANUFACTURER' S RECOMMENDATIONS. - SERIES 1440/1540 TDL SINGLE HUNG WANDOW r 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF V NDOW FLANGE. er scut Y 6) GLASS THICKNESS MAY VARY. PER THE REQUIREMENTS OF AMU E1300 GLASS CHARTS. iXlMel ar alm, SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO OUAUFIED. -• BB N A 7) GENERAL ALUMINUM'S 1440 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLES TO tn SetE B SGEN 0012 THE1540INSULATINGCLASSSINGLEHUNGSERIES. Z[9Z DATE SIN RLV190N BY EW - tO 26 07 PREPARED 5T: PRODUCT TECHNOLOGY CORP.. 250 INTERNARON,L PKY., SUITE = HEATHROW, FLORYIA 32748 PHONE 40 505-0365 FAX 407 805 0358 CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN sWNDOW FLANGE WOOD BUCK Q STUCCO JBYOTHERS PERIMETER CAULK BY OTHERS GLAZING W4NDOWHEIGHT EXTERIOR I i PERIMETER CAULK BY OTHERS I Q 14 PRE -CAST SILL BY OTHERS INSTALLATION ANCHOR, 3/16- Du. TAPCON CONCRETE OR MASONRY OPENING BY OTHERS SHIM AS REOD. SEE NOTES) Q I-1/4- WIN. EMBEDMENT M SHIM, SP FLANGE TYPE WINDOW FRAME HEADER BUCKHEIGHT FLANGE TYPE WINDOW FRAME SILL I BUCK WIDTH 1/4 MAX. SHIM SPACE SHIM AS REO'D SEE NOTES) Lam. 1-ir AIN_ EMBEDMENT FLANGE TYPE WINDOW FRAME JAMB Q CAULK BETWEEN WOOD BUCK & C MAS'Y OPENING BY OTHERS GLAZING INSTALLATION ANCHOR 3/16- DIA. TAPCON Ax. ONE BY WOOD ACE EXTERIOR BUCK BY OTHERS CAULK BETWEEN PERIMETER CAULK BY OTHERS WNDOWO FLANGE WINDOW ETH CONCRETE OR MASONRY OPENINGBYOTHERS SECTION 2 GTVCCO ME COMPARATIVE ANALYSIS & TAPCON ANCHOR. LOCATION CHART WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE (INCHES) CAPACITY IN PSF LOCATIONS WIOTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 12 X 60 40 58 C O.EF,G 12. x 72 40 56 C D.E.F.G 16 x 76 40 106 - C Hi a X 16 40 69 24 X 2J 40 55 A.8 F C 24 x 30 40 46 A,B F,G 24 X 36 a0 40 A. F,G 24 X 48 0 40 A.B D,E.F,G 2J % 60 40 40 B G 24 X 72 40 40' A.B D.E.F,G 32 X 48 40 D A.8 O,EF,G 36 x 24 40 40 A.B D.E.F.G 36 x 48 40 40 A,B O.EF.G 336 x 72 40 40 A•B O.E F.G 8 x 24 40 40 A,B D.E,F,G 48 X 48 40 40 A.B D.EF.G 48 X 60 40 40 A8 O.E.F,G 64 X 24 40 40 Al F. 72 x 38 40 40 A.B F,G 72 X 60 40 40 A.B O.EF.G _ 73 'X 16 40 a0 I A.BI H,I BY OTHERS CENTRALB FT ORMA B. ®. YY yip WINDOW MANU_ 43A1VYd3tAC. CTURL R NAME: i WTH. A C 3 C•FN RA NOTES' MASTER FMR # aL 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MkX. ALLOWABLE rp f_ .. SHIM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 2 4) APPLICATION OF VULKIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOROF WINDOW FLANGE. 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 7) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN WINDOW LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0PSF ACHIEVED IN TEST. HGT. H / e) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/16 DIA. TAPCONANCHORSOFSUFFICIENTLENGTHTOPROVIDEMIN. 1-1/4 EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 9) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS. 10) INSTALL pB SCREWS OF SUFFICIENT LENGTH -TO PROVIDE 3/4" MIN. EMBEDMENT INTO WOOD BUCK ATALLOTHERFACTORYAPPLIEDINSTALLATIONHOLES. IF FACTORY APPLIED HC•S ARE NOT PRESE',T. 8 SCREWS SHOULD BE PLACED AT MAX. 6" FROM CORNERS &'MAX. 24" D.C. 11) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITr LISTED WITH NEXTLARGERSIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 12) GENERAL 1,150 SERIES PICTURE WINDOW IS SHOWN- THIS PRINT ALSO APPLIES TC. THE 1550 SERIES, F G MARBLE SILL STOOL BY OTHERS CAULK BETWEEN WINDOW FLANGE PRECAST SILL WITH WLKEM 116 ADHESIVE CAULK OR APPROVED EQUAL SECTION 1 ELEVATION VIEWED FROM EXTERIOR DarE I sYM i 1001 W. Crosby Rd. • Carrollton, TX 75MG • P.O. Box 819022 • Dallas. TX 7! ow• w..c ocscaolKX. INSTALLATION. E'ETAILSERIES 1450/1550 F_ANCE PW oA++ N ex SHAD- e. sc,1[ I . BBN/A SHEATHING BY OTHERS y8 INSTALATION ANCHOR SCREW SHOWN (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER EXTERIOR FIN TYPE — WINDOW FRAME SILL CAULK BETWEEN FIN 98 INSTALATION ANCHOR SCREW SHOWN (TYP.) dt SHEATING SHIM AS REO'D. 2 % WOODSEENOTES) BY OTHERS 1. MIN. FIN TYPEEMBEDMENTWINDOW FRAME CAUL 'ET JAMB SHEf & d( FINEN 2 X WOOD BY D,.,_Rs. BY OTHERS SHIM AS REO'D. SEE NOTES) SILLBY WINDOWHEIGHT 1' MIN. EMBEDMENT SHEATHING BY OTHERS WINDOW WIDTH EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK BY OTHERS SECTION 2 WINDOW WTH.7I ANCHOR (TYP,) O o ol O O iTYANYJ:L't VJT'.U1LAEH 1`Thla'ffl PRaI 4( Vrf1NStM MASTER FELE # 3 COMPARATIVE ANALYSIS k ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF y8 SCREWS NO. OF 0.090 DIA. NAILS SIZE (INCHES) CAPACITY IN PSF REO'D. IN FRAME REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD SILL 1 EA. JAMB HEAD I SILL O EA, JAMB 16 X 30 109 109 2 2 2 2 2 3 16 x 4D 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 16 x 60 2 1 2 2 3 20 x 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 4 10 x 50 59 59 2 2 3 2 2 4 20 X 60 48 48 2 2 3 28 x 30 57 57 2 2 28 x 40 52 52 2 2 3 2 2 3 28 X 50 46 46 2 2 3- 2 2 4 29 X 60 40 1 40 2 2 1 7 2 4 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 43 43 2 2 3 2 2 4 30 x 60 O 40 2 2 3 2 2 4 38 X 30 41 4 t 2 2 38 X 40 40 40 3 3 3 3. 3 3 38 X 50 40 40 3 3 3 3 3 4 38 X 60 40 40 3 3 1 3 3 5 40 X 30 40 40 3 32 3 40 X 40 40 40 3 3 3 3 3 3 40 x 50 40 40 3 3 3 3 3 4 40 X 60 40 40 3 3 3 3 3 5 7 4 4 4 4 1). SHIM AS REO-D. ADJACENT TO EACH NSTALLA71ON ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4•, O O 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 24' O.C. 1// 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL-& JAMBS. MAX. (TYP.) 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 0 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM F1300 GLASS CHARTS. SINGLE0GLAZINGISSHOWN, INSULATING CUSS IS ALSO QUALIFIED. EOUALLY SPACE 6) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGNWINDOWANCHORS (TYP.) LOADS WILL BE LIMITED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. HGT 7)' INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USINGO00.090 IN. DIA NAILS OR d8 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I- EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LISTED WITH O O NEXT LARGER SIZE- 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG I$ SHOWN. THIS PRINT ALSO APPLIES TO THE 1940INSULATNG. GLASSSINGLE HUNG SERIES. PERIMETER CAULK BY OTHERS SHIM AS REO'D. SEE NOTES) 8 SCREW INSTALATION2 X WOOD ANCHOR SHOWN BY OTHERS 7YP.) CAULKBETWEEN WINDOW FIN k E XTE RIOR SHEATHINGFINISH 1" MIN. BY OTHERS EMBEDMENT SHEATHING SECTION 1 BY OTHERS O O O. 0 0 6' MAX. (TYP.) 6- MA ( TYP.) ELEVATION VIEWED FROM EXTERIOR AWAAA 1001 W. CrnbT Rd.-CarrMm TX 75006-P.O. Bo: 819022-DDIID; TX 75 Dv...w ocuavlXl, ASSEMBLY DRAWING SERIES 11 . 0/1940 TOL SINGLE HUNG WINDOW pw •.n e. D Br Xu! gg N/ A CRp+ D• t( D-LrnwBl- S-IREVISION ECN _ n/05/Ot B GLN-0013 1" MIN. SHEATHING EMBEDMENT BY OTHERS CAULK BEHIND FIN EXTERIORFINISH BY OTHERS PERIMETER CAULKBYOTHERS FIN TYPE J WINDOW FRAME HEADER GLAZING — SEE NOTES) EXTERIOR IFIN TYPEFRAMESIL PERIMETEI BY OTHER EXTERIORFINISHBYOTHER CAULK BI SHEATHI).,, 3r OTME RS SECTION ! f— WINDOW1 TH 11M MAX. HIMWSPACE2 % Br WOOD BY OT MCRS SHIM AS REO'. 2 x WOOD BY OTHERS FIN TYPE VINDGV 48 INSTALLATION FRAME JAMB ANCHCR $ CREW MIN. SHIM AS REO'0. GLAZING EMBEDMENT C SEENOTED 4" NA X, SHin $ PACES ExTER10R PERIMETER CAULK BY OTHERS 8 INSTALLATION ANCHOR - SCREW EXTERIOR FINISHCAULK BEHIND FIN BY OTHERS SECTION 2 SHEATHING BY OTHERS WINDOW WIDTH VIN OW HEIGHT WINDOW HEIGHTD" D. i/ 4• MAX. SHIM SPACE I INSTALLATION ICHOR SCREW X WOOD OTHERS COMPARATIVE ANALYSIS & ANCHOR. N V DES1GrvPRESSURE NO. CIF +8 SCREWS C HARTVND. OFNAILSSIZE CINCHE S> CAPACITT 1N PSF REQUIRED 1N FRAME RE OANE V1DIH/ HEIGH7 EXTERIDR INTERIOR HEAD t SILL 8 EA JAMB HEAD L SILL P EA. JAM? 20 x 30 40 40 2 2 2 22 22DXa04040232320 z 50 40 40 2 3 2 3 20x6040402230x3040402232330x4040a023 2 3 30 % 50 30 x 60 40 4040 402 22 4 40 X 30 40 40 3 2 3 3 40X4040a0333 a 40X50040333 5 40X-60 40 40 3 4 2 50 x 30 40 40 3 2 4 3 50X404040334 a 50x5050 x 60 40 4040 403 33 34 5 3 6140 40 4 CENTRAL FLORMA 1B4®xA.1F+ MANUFACTURER NAME: 0E/VERX4L Ai (/MiN J MASTER FILE # NOTES 1) POSITIVE WATERRESISTANCELOADS E'ILL TEST BELIMITEDENY TO AIDS%PI OFSTOONWAPPLIES. TER TEST PRESSURE OF 6.0 PSFACHIEVED IN TEST. 2) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH .TWO WOOD STUDS USING + 8 SCREWS WI SUFFICIENT LENGTH TO PROVIDE MIN. i' EMBEDMENT INTO SUBSTRATE OR 0.099 IN, DIA. NAILS. 3) IFEXACTWINDOWSIZEISNOTLISTEDINANCHORCHART. USE OUANTITY LISTED VI TH NEXT LARGER SIZE, 4) SHIMASREO'D, ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM EQUALLY SPACE MAX. ALLOWABLE SHIM STACK TO DE 1/4'. ANCHORS (IYP.) 5) WINDOW FRAME MATERIAL, ALUMINUM ALLOY 6063. 6) USELATEXCAULKBEHINDWINDOWFINATHEAD. SILL L JAMBS. 7) USELATEXCAULKFORPERIMETERSEALAROUNDEXTERIOROFWINDOWFLANGE, 8) GLASSTHICKNESSMAYVARYPERREOUIREMENTSOFASTMC1300GLASSCHARTS, SINGLE GLAZINGISSHOWN. INSULATING GLASS ALSO OUALIFIED. 9> GENERALALUMINUMS1100SERIESPICTUREWINDOWISSHOWN, THIS PRINT ALSO APPLIES TO1900SERIESPICTUREWINDOW. 6- MAX. CTYP.) o—mil o 0 0o 6" MAX. CTYPJ-- ELEVATION VIEWED FROM EXTERIOR s CAULK BE7WEEN- WOOD BUCK 6 MASONRY OPENING BY OTHERS CAULK BETWEEN WINDOW FLANGE 8 WOOD BUCK CONCRETE OR OTOPE By nIrvG BT OTHERS R$ EXTERIOR FINISH - By OTHERS PERIMETER CAULK - BY OTHERS FLANGE TYPE - WINDOW FRAME HEADER WINDOW EXTERIOR HEIGHT ONE BY 'ODD BUCK 31 OTHERS f— INSTALLATION ANCHOR 3/16' DIA. TAPE ON r SHIM AS REO'D tSEECIE-, I - I— MIN. EMBEDMENT I 1/ 4' MAX. SHIM SPACE GLAZING IT YP. SEE NOTES) BUCK HEIGHTSHIM AS RED SEE NOTES) FLANGE TYPE VINDDV FRAME SILL ff PERIMETERCAULKOBUCK THERSYW00 BY OTHERS I"' MAX. } SHIM SPACE J EXTERIOR FINISH d 4 ByOTHERSCAULK BETWEEN WIN DV 1-1/1' MIN.J FLANGE s v00 BUCK EMBEDMENT CONCRETE OR INSTALLATION ANCHOR MASONRY OPENING 3/16' DIA. TAPCDN BY OTHERS CAULK BETWEEN WOOD BUCK 6 MASONRY OPENING BY OTHERS SECTION 1 NOTFS: 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR USING LOAD BEARING, SHIM. MAX. ALLOWABLE SHIM 57ACK TO BE 1/1.. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD. SILL @ JAMBS. a) USE LATEX CAULK FOR_PERIMETEP. SEAL AROUND EXTERIOR OF WINDOW TINGE. 5) GLASS THICKNESS MAY vARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 6) DESIGN PRESSURE CAPACITY OF WINDOW 6 INSTALLATION IS LIMITED TE IOD PSG. 7) GDR INSTALLATION OF FLANGE FRAME WINDOWS IN CONCRETE OR MASONFY OPENING, USE 3/ 16' DIA. TAPCDN TYPE ANCHORS OF SUFFICIENT LENGTH TO PROVIDE MIN. I-114' EMBEDMENT INTO SUBSTRATE. PLACE ANCHORS 6' MAX. FROM CORNERS 6 24' D.C. MAX. BETWEEN. 81 BUILD DOWN _AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILDDOWNMUSTBEOFSUFFICIENTSTRENGTHTOADEQUATELYTRANSFERLOADFROMWIN Dv TO THE STRUCTURE, 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRO UCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1450/1550 SERIES DESIGNER FLED WINDOW FRAMING SYSTEM. CENTRAL FLORIDA B.O.A—F. MANUFACTURER NAME: E: ayedA-L A-/(J/l/NUH MASTER FILE # e2 OW WII HT HE WINDOW WIDTH —1 ELEVATION VIEWtD FROM EXTERIOR I/<' HA S SHIM SPACE SHIM A$ REO'D 1-1/4' MIN. SEE NOTCS) EMBEDMENT B FLANGETYPECAULKBETWEENWINDOW FRAME v00 BUCK 6 JAMB MA$'Y OPENING a BY OTHERS el GLAZING ti YPL-- INST ALLATIDN ANCHOR SEE LADIES) Q 3/16' DIA. TAPCDN ONE BY vO0 PERIMETER CAULK"'eF BUCK BY 07HERS BY OTHERS EXTERIOR FINISH / CAULK BETWEEN BY OTHERS WINDOW FLANGE W000 BUCK vlwBOv v1D1H —.-I CONCRETE OR MASONRY OPENING SECTION 2 BY OTHERS L. WINDOW WIDTH wl ELEVATION VIEWED FROM EXTERIOR 1001 N. Crosby Rd. • C-.111., TX 75006 • P.O..Box B19022 . Mim, TX 7536' GRAVING LNsm, INSTALLATIONDRAWING ONE BY BUCK SERIES 1450/1550 DESIGNER PICTURE WINDOW I I CR•vw n c...o. , scN c BB N/A 77_ 71-41L DA-E h v1s1DM I Br I ECN _ 3/ZD/D2 B I GEN-0025 SHEATHING BY OTHER` CAULK Bt EXTERIOR F BY OTHERS PERIMETERCAULKBYOTHERS FIN TYPEFRAMEHE GLAZING IT., ., SEE NOTES FIN TYPEFRAMESILL PERIMETER CAULK J BY OTHERS YB INSTALL4TION J ANCHOR SCREW (TYP.) EXTERIOR FINISH --- BY p"HERS CAV'-K BEHIND FIN — SHEATHING BY OTHERS n... '7 00WNTr.ERS NSTALLATION HOP. SCREW (TYP.) SHIM AS REO'D. SEE NOTES 1/4- MAX. 1 SHIM SPACE T INDOWHEIGHT 1/4- MAX. SHIM SPACE SHIM AS REO'D. SEE NOTES T- MIN. ` 1 X FRAMING EMBEDMENT BY OTHERS SECTION 1 WIIHI NOT- Ij DESIGN PRESSURE C?PACITY OF WINDOW @ INSTALLATION IS 40.0 PSF.- Z) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING NTH TWO BY WOOD STUDS. USING OOES IN. DIA NAILS. PLACE .099 NAILS 6- FROM CORNERS MAX. h B- O.C. MAX. BETWEEN. 33 FOR INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WO00 STUDS. USING !B SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN, 1 IN. EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX. FROM CORNERS k I4' O C. MAX. BETWEEN. 4) SHIM AS RED D. AOJAC E:NT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4 . _ 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) USE LATEX CAULK SEHINC WINDOW FIN AT HEAD. SILL & JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAS AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS WAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS, 9) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. TO) 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 11DO/ 1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL - FLORIDA R. ®. A.I' . MANUFACTURER NAME: 3 EIVERja-L A4liM In/ l IM MASTER FME # oZ ELEVATION VIEWED FROM EXTERIOR d3 u-cz MAX. SHIM SaACE TWO BY FRAMING SHIM AS. REO'D. BY OTHERS FIN TYPE FRAMEJAMB1- MIN EMBEDMENT SHEATING BY OTHERS GLAZING ( TYP.) CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS XT RI R '6 INSTALLATION ANCHOR SCREW (TYP.) WINDOW WIDTHPERIMETER CAULK BY OTHERS SECTION 2 I HE ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS INSTALLATION ANCHOR BUCK WIDTH ONE BY WOOD 3/16- DIA. TAPCON BUCK BY OTHER 1/4'SHIM SHIM AS REO'D FLANGE TYPE SPACE M CAULK BETWEEN WINDOW (SEE NOTES) WTNDOw FRAMEFLANGE & WOODEEN BUCK t7 .IAMB MASONRY OROPENING a 1 1/4 MIN. BY OTHER ENBEDMENT 1 EXTERIOR FINISH BY OTHER / PERIMETER CAULK JBYOTHER FLANGE TYPE WINDOW FRAME HEADER OWHT EXTERIOR FLANGE TYPE WINDOW FRAMESILL PERIMETER CAULK BY OTHER ONE Br WOOD BUCK BY OTHER // EMBfDMEINNT SHIM AS REO'D. SEE NOTES) Q CONCRETE OR MASONRY OPENING BY OTHER INSTALLATION ANCHOR APCON CAULK-- 3DIA. BETWEEN LPERIMETERCAULKQByOTHERSIICAULAULKBETWEEN1/ 4' SHIM MASONRY WOODBUCK & SPACEMAX. vnNOOw WIDTH -•- MASONRY OPENING BY OTHERS EXTERIOR CAULK BETWEEN EXTERIOR WINDOW FLANGE FINISH OOO' BUCK BY OTHER BUCK HEIGHTSECTION 2 ANCHOR ( TYP.) H J K WN HE PRE CAST SILL a a BY OTHERS CAULK BETWEEN —130FLANGE PRE CAST SILL WITH VULKEM SECTION 1 116 ADHESIVE CAULK OR SCHNEE MOREHEAD 8500 ADHESIVE SEALANT NOTES: DOWB- IGHT CHTWINDOW1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/4" 2) WINDOW FRAME MATERIAL: ALUMIN UM ALLOY 6063 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS.SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL aJ -APPLICATION OF VULKIM 116 ADHESIVE CAULK OR SCNEE-MOREHEAD 8500 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATION. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE 6) GLASS THICKNESS MAY VARY PER THE REQUIREMENTSOFASTM 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 1580 SERIES MODIFIED SLIDER INSULATING GLASS. 6) DRAWING APPLIES TO INSTALLATION OF RANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3 16" DIA TAPCON ANCHOR OF SUFFICIENT LENGTH TO PROVIDE MINA-1/4 EMBEDMENT INTO SUBSTRATE A LOCATION SHOWN ON CHART. 9) SEE ELEVATIONS FOR KEY TO TAPCON LOCATIONS. 10) INSTALL ,16 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 WNDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER `.IZE. ELEVATION VIEWED FROM EXTERIOR D F' 2 G COMPARATIVE ANALYSIS & TAPCON ANCHOR LOCATION CHART WINDOW SIZES DESIGN PRESSURE TAPCON ANCHOR LOCATION INCHES) CAPACITY IN PSF REO'D. IN FRAME WIDTH/HEIGHT EXTERIOR INTERIOR HEAD JAMBS 24 x 12 40 110 H,K A.G 24 x 24 40 67 H,K A,G 24 x 36 40 45 H,K A,G 24 x 48 40 40 H,K A,G 36 x 12 40 85 H,K A,G 36 x 24 40 45 H,K A,G 36 x 36 40 40 H,K A,G 36 x 42 40 40 H.K A,G 36 x 48 40 40 H,K A,G 36 x 55 40 40 H,K A,B,F,G 48 x 12 40 77 H,K A,G 48 x 24 40 40 H,K A,G 48 x 36 40 40 H,K A,G 48 x 42 40 40 H,K A,G 48 x 48 40 40 H,K A,G 48 X 55 40 40 H,K A,B,F,G 60 z 12 40 73 H,K A,G 60 x 24 40 40 H,K A,G 60 x 36 40 40 H,K A,G 60 x 42 40 40 H,K A,G 60 x 48 40 40 H,K A,B,F,G 60 x 55 40 40 H,K A,B,F,G 72 x 12 40 70 H.K A,G 72 x 24 40 40 H,K A,G 72 x 36 40 40 H,K A,G 72 x 42 40 40 H,K A,B,F,G 72 x 48 40 40 H,K A,B,F,G 72 x 55 40 40 H,K A,B,C,D,F,G CENTRAL FLORIDA B. 0. A. F. MANUFACTURER NAME: g/ Ef 1— l/A MASTER FILE # O DATE LRwD NAME e. 3/20/ 02 I GEN0027 s SHEATHING CAULK BETWEEN FIN SHEATHING 2 X FRAMING BY OTHER SHEAiNG r 8Y OTHER BY OTHERS j I MIN I CAULK BETWEEN1/4 MAX --)ISSCREW 'NSTALATION EMBEDMENT SHEATHING & FIN SHIM.gS R=0'D SHIM SPACE BY OTHERSANCHOR (TYR:) 2 x FRAMING SEE NOTES) ExTERICP. FINISH E. OTHERS BY OTHERS FIN TYPE 1"MIN. PERI`AETE= CAULK 1/4 MAX. FR-. WINDOW AME JAMB EMBEDMENT BY C'HER SHIM SPACE r qe SCREW INSTALATION F;N TYPE ANCHOR (TYP.) WNOb'Y SHIM a5 REO'DFRAMEHEADERSEENOTES) WINDOW WIDTH —.-) EXTERIOR FINISH BY OTHERS WINDOW EXTERIOR PERIMETER CAULK HEIGHT BY OTHERS EXTERIOR FIN TYPE SECTION 2 WINDOW fi"MAX.(TYP). — FRAME SILL EOUALLY SPACE 6" MAx.(TrP) ANCHORS SILL,( TYP.r 0 HEAD, SILL, SILL STOOL JAMBS) BY OTHER 0 0 PERIM=TER CAULK 1/4" MAX. BY OTHER SHIM SPACE SHIM AS REO'D IN SCREW (SEE NOTES) WINDOW \ I TE;:ORiION \ ANC -OR (TYP.) 2 X'FRAMING HEIGHT BY OTHERS \ x TE<:OR OFINIS- BY O--IERS CAULK BETWEEN WINDOW FIN & SHEA iING SHEATHING O BY C-HER 1•' MIN. O EMBEDMENT SECTION 1 GE':ERs_ NOTES: 24` O.C. 1) S-L' AS REO'D. ADJACENT TO EACH INSTALLF7101 ANCHOR WITH LOAD btAX.(TYP; BE:RINC SHIM MAX. ALLOWABLE SHIM STACY TO BE 1/4'. 2) W."DOW FRAME MATERIAL ALLOY 6063 3j USE LATEX CAULK BEHIND WINDOW FIN AT HEAD ,SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL ARC.NO EXTERIOR OF WINDOW FF. AME. 5) G.-'SS THICKNESS MAT VARY PER THE REOUIPEMENTS OF ASTM E1300 SI'..;LE GLAZING IS SHOWN. INSULATING CLASS IS ALSO OUALIFIED. 6) DRAMNG APPLIES TO INSTALLATION OF FIN FRAME m C3W IN WOOD FRAME OPENINGm-- TWO BY WOOD STUDS USING 099 IN CIA Nt:_5 ,,^R_.IB SCREWS OF SUFFICIENTLE1.3'H TO PROVIDE MIN. 1" EMBEDMENT INTO SU-STRA._, 7 IF E<ACT WNDCW SIZE IS NOT LISTED IN CHART, ;SE A-CHCR OUANTI.Y LISTED WITHN- LARGER i+ZE. - 8) GE`•ERAL ALUM-NUM-S 1180 SERIES HORIZONTAL S_ DER ,c SHOWN, THIS PRINT ALSCESTOT'-E 1980 INSULATING CLASS HCRIZOI;'AL ;L DER SERIES. ANCHOR (TYP.) WINDOW WIGHT COMPARATIVE ANALYSIS & ANCHOR QUANTITY CHART WINDOW SIZEDESIGN PRESSURE 8 SCREWS REO'D. 0991 N.AIS REO'D INCH S)CAPACITY IN PSF INFRAM IN FRAME WIDTH AND EXTERIOR INTERIOR HEAD EACH HEAD EACH HEIGHT SILL JAMB I SILL JAMB 24 x 12 40 40 2 2 2 2 24 x 24 40 40 2 2 2 2 24 x 36 40 40 2 2 2 3 24 x 48 40 40 2 3 2 4 36 x 12 40 40 2 2 3 2 36 x 24 40 40 2 2 3 2 36 x 36 40 40 2 2 3 3 36 x 42 40 40 2 3 3 3 36 x 48 40 40 2 3 3 4 36 x 55 40 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 1 40 4 3 1 7 5 ELEVATION VIEWED FROM EXTERIOR''• -•--i'' _. D IM 2 Ty3g';Ti RAIL(,-.rylFF..i7)°Ta3pjiDry 171/ / T37. O.-AL Fe MANUFACTURERa`''iC lJd3ER NAME: MASTER F L,E # 1001 M. Cm.b7 Rd, • ClIl*O TI T6006 • P.O. 6P. 81"22 •00km f; 757[i INSTALLATION DRAWING WOOD FRAME STRUCTURE SERIES 1180 /1980 MODIFIED HORIZONTAL SLIDER BB N/A AµO i:w[P DATE DP..V NUu9ER PC.PLCH BT I D3/II/02 I GEN-002? INSTALLATION MULLION ANCHOR ANCHOR —\ MULLION ( TYP.) BRACKET ANCHOR BRACKET - TJUL FLORA MANUFACTURM NAME: WINDOW FRAME JAMB TYP.) R FIIE # 8 SELF TAPPING SMS (TYP.) o SUBSTRATE MULLION DIE NO. 1445 I•l u; < U; o0 1-7/8-A SECTION B-B IDWG NO: GEN-0452 GA P MULLION DIE NO. 1445 INSTALLATION ANCHOR TYP.) i SEE NOTES 2 & #3 NOTES: SECTION A — A 1445 MULLION WHEN i USED TO IMMULLL SINGLEONDETAILSAHUNGAORPPLY OND ALUMIPCITUREBWI DOWSO SIDE IEBYO LJ EXTERIOR Gl;: ELEVATION SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT. INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 SCREWS 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 N0. 1445 r AREA: DRN: JS APRVD:.- - - - DATE: 3/1 7 /02 MATT: DWG NO: WT/ FT: - - - - SCALE: HALF - - - - GEN-0452 27 6 PHONE 407-805-0]65 FAX 407-605-0366 PREPAREDBY: ,PRODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWY, HEATHROW. FLORIDA 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 26.000 222 163 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON ' Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCA77ON ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-03W CA020122 FEB. 19, 2002 02-0217 kA t 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 DING NO: A-0451 MULLI'' ANCH BRACK WINDOW FRAME JAMB TYP.) t STALLATION vCHOR YP. ) 8 SELF TAPPING SMS (TYP.) IVI U LLI ON DIE NO. 1446 SECTION A -A B4 1 Q j MULLION ANCHOR BRACKET o ° v a a 0 SUBSTRATE M:JLLION DIE N0. 1446 INSTALLATION ANCHOR TYP.) v ° SEE NOTES a #2 & #3 v I--- 1- 7 /8 SECTION B- B CENTRAI FLORA B. Ayo MANUFACTUMR AYANIVEREXTERIORELEVATION MASTER FILE # 5- NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAIL EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #1 O AREA: DRN: APRVD: DATE. 3 1SCREWSOFSUFFICIENTLTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD Js FRAM-ING. WT/FT: SCALE: HALF MATL: enc_ntet DWC N0: cEr,-e-_ ear ^]_af,5-•2i PREPARED BY: PRODUCT TECHNOLOGY CVRe., dLu 1-t—Al-114 11- , c..1— — -. 5 7 SHIM A$ RE•D'D IN$ SCR +T!CN ANCHOR -- OGGR WIDTH MAX. SHIM SPACE INSTALLATION8C ?NL r:L:i SEE NOTES) :2 SCREW TWO BY WOOD L6 SCREW SHEATHING 1-I/8 MIN BY OTHERS T•JG By VDDD By OTHERS I ICAULKBETWEEN EMBEDMENT BY OTHERS DOOR FLANGE TWO BY WOOD SLIDING GLASSLSHEATHINGBYOTHERSDOORFRAHE CAULK BETWEEN JAMB HOOK $TRIP L I/ SHEATHING lI\ I / \ /\ I i/4' MAX. tl \ SLIDING GLASS DOOR r IHOOKSTRIP r SHIM NO ES) I SHIM SPACE (SEE NOTES) CCO _j OR SIDINGpP. SI iNG BY OTHERS jPERIMETER CAULK By OTHERS r N i'sla SLIDING GLASSDCOP.-FRAME SILL 1-1/6' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ _ DOORHEIGHT EHBEDNE NT A L` 1 A D D LIBERALLY- APPLT CAULKING ENDER SILL OR CE: SILL IN BED !N$TAILAT[E:N ?NC:HCR 1 OF :NCRE -L 3/IS- DIA. TAPCON I',/`('' LV — SECT!ON A. -A TALLATION ANCHOR L 1-1/B' MIN. ZTEMPERED SCREW EMBEDMENT GLASS CAULK. BETWEENTYP.D DOOR RANGE t SHEATHINGtO HEATHING DY OTHERS SHEATHING / PERIMETER CAULK BY BY OTHERS i TEMPERED GLASS OTHERS TYPJ STUCCO OR SIDINGRSIDINGBYOTHERS BT OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B NOOK STRIP DETAIL A NDT: t. U DOM STALLAI= ALUMINUM ALLOMUST E OF MIN. E dCNT21INSTALLATIONCOSTBE [I SUFFICIENT LENGTH TO KILLTAC.[E TYPE INSTALLATION M OrOFI-I/E• INTO MMSCREWSTA AT SILL MUST JC COOINTOwSCW2tdCONCRETE. T 1-1/4SSUFFICIENTLENGTHLDACHIEvEniNEN )CDN[NT Di 1-I/.' LENGTH 31 INSTALLATION .N[NDit ENART C1. 6 THIS SHEET. ' 1 USC "L1[Or+IZEO KRTLIC CAULK !CHINO 006+ FLA,4E AT HEAD L J•NlS. ICNI SII ICCNIZEO KRTLIC GAUIX FOR AN NUCRSEATAROUNDEATERIORTICat.. NEXT31IFLISTEDinCNART.E USE AxCWR Ou•n;ITT LISTED61IFExDOORTRTISSIGNPLARSRC. FOR PP DESIGN PRESSURE REO'D. OPENING. 1 •USE O 1 B EDTIFORPOCKETCODnSICESUSECLOSEST )TP•IS DOOR SIZE L COK IGURATION :C FINISHEDPOSIZESCLOSESTB B POKE )MST ON AN-1 P IN FRONT OF COOK STRIP AS SNO LATHICKNESSwWARTPERREQUIRENENTSO1ASTmE1000GLASS CIARTSIGLASS ,EIS NSULA9) OOOR UNIT IS APPROVED USING TENPERCD GLASS W SINGLE O_•1CD OR INSULATING GLASS, SEALER101J•NI / SILL CORNERS ARE TO IC SEALED v11. A SHALL JOINT EANI11SNINASREO'D, AT EA. -I OF IHSIALLATION ANCHORS, NA.. ALLOv.2LE SHIN STACK 10 !E 1".. 121 ALL INSTALLATION •nC1CRi MUST 3C NADC 6 CED(ROSICN REIIIT•nT wfER1•LS. A -I! l3 WHERE - REPRESENTS NOVD.G PANEL wD D• REPRESENT: ru[D PANEL APPRGvEDC3NFIGURATICHSAREASLISTEDONANCHORCHARTONJACKOFTNISSHECT. EXTERIOR E L E V A T 1 HOT ALL E FIG RA; ICNS LISTED AlOvE ARE $HOWN ON I.IS ORAvING. NOvEVERT_ 0 i 1 INT:ALLATION SECTIONS •A -A•• •)-)• L MCI' STRIP DETAIL APPLY TO INSTALLATICM Or ALL APPROVED CONFICAPIATIC.S. 151 FLORIDA EXTRUDERS I000 TERIES SLIDUA: GLASS DOOR IS SMOVN THIS PRINT ALSO APPLKS T72PANELDOORSHOWN000SERIESAND5002SERIES. v 12002 REVS DESCRIPTION DATE INI F L O R I D A IN.TI.RINDC.S SANFORD FL. TITLE: SLIDING GLASS DOOR INSTILLATION . \ i 11 =8 SCREWS iIi I DP.A1Y 1 5Y: °3 APPROVED BY: ATE: ! 2: !i/ui )SCALE: N-1DWG icLEWDc? S: EF = r NOMINAL DOOR SIZE AND C GNFIGURAiIGN D00R SIZE QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB (QUANTITIES IN EA. HOOK STRIP UP TO 14645PSF PSF TO 60 PSF 61 PSF TO I70PSF UP TO a5 PSF 46 PSF TO EO PSF 61 PSF TO 70 PSF UP TO 46 PSF TO 61 PSF TO a5 FSF 60 PSF 70 PSF 4068 XX, OX, XO 5068 XX, X, XO 6068 XX, OX, xO 8068 XX, x. x XX. Ox. x 48 X 80 60 X 80 72 X 80 96 X 80 I20 X 80 6 6 8 10 fl2 6 6 8 10 12 6 6 8 10 1p 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 a 4 4 4 4 a 4 4 4 4 4 4 4 4 4 10068 5080 XX, OX- XO 6080 XX. x, XO 8080 xX, X, x0 XX Ox x 60 X 96 72.X 96 96 X 96 120 X 96 ' 6 8 10 6 8 10 6 8 10 10 10 10 10 10 10 10 10 10 10 I10 t0 5 5 5. 5 5 5 5 5 5 5 5 5 10080 50100 XX, x, XO I60100XX, x, XO XX x x 60 X 120. 72 X 120 96 X 120 6 I8 6 8 6 8 12 12 12 12 12 12 12 12 12 6 6 6 6 6 7 6 7 8 0100 9068 x0 12068 Ox 15068 X0 109 1/8 X 80 145 1/8 X 80 I1811/8 X 80 12 14. I1(— 12 14 16 12 14 16 8 8 8 8 8 8 8 8 8 4 4 4 4 4 4 4 4 4 9090 x0 12080 0xO 15080 X 90100 OX0 i2ol0o xO 9068 XXX 12068 XXX 15068 xxx 9080 xxx 12080 XXX 15080 xxx 90100 xxx 00 XXX 10068 OXXO 12068 OxxO 16068 XXO. 12080 xx0 16080 OXXO 100100 GXXO 160100 Gxxo 1 XXXX 12068 XXXX 1606E xxxx 10080 XXXX 12060 XxxX xxx.x i00100 xxxx 120!00 xxxx 6010C xxxx 109 1/8 X 96 145 1/8 X .96 181 1/8 X. 96 109 1/8 X 120 145 1/8 X 120 106 5/8 X 80 lag 5/8 x 80 178 5/8 X 80 106 5/8 X 96 142 5/8 X 96 178 5/8 X 96 106 5/8 X 12Q 1a2 5/8 X 120 119 5/8 x 80 143 5/8 x 80 191 51 X 80 1143 5/8 X 96 19l 5/8 X 96 119 5/8 x 120 1191 5/8 X 120 1/ 1/a X b 141 1/4 X 8011291/4 x eO 117 1/4 X b 141 1/a X 96 l89 1/4 X 96 I 117 114 X 120 1141 1/4 X 120 189 1/4 X 120 12 14 r 12 14 12' 14 12 14 l6 12 4 12 14 18 14 1e 12 I le 12 14 16 I 12 la 16 I 12 14 6 12 14 6 12 4 12I14 12 la 16 12Ic l2 l4 to I 1128 12Ito 12I14 16 I 12' t4 to I 12 14 16 12 14 12 4 12 14 12 14 16 12 c 12 la le I la 1.8 12I19 12 14 16 12 14 6 I 12 11 19 10 10 10 12 12 8 8 8 10 10 10 12 12 I 8 8 8 10 10 lc I 12 I `_ 8 8 I ! 10 10 I i2 12 0 10 10 12 12 8 8 8 10 10 10 12 2 B 8 8 10 10 12 I 12 b 8 8 I ! 0 10 10 12 l2 t2 10 10 10 12 12 8 8 8 10 10 10 112 I 12 8 8 8 I 1100 12 12 8 8 1 10 t0r6p800 12I i2 2 5 5 5 5 5. 5 5 5 5 5 7 8 5 7 8 4 4 4 I 4 4 4 a 4 4 I 5 5 5 5 5 5 5 5-. 5 I 6 7 8 6 7 8 4 4 a 4 a 4 4 a a 5 5 I 5 5 5 5 6 7 8 I 6 I 7 8 4 4 4 I 4 4 4 a 4 i --- I IT 5 I 5 7 8 7 e c a 71In `L-'1% rdC.'HCR NCT_S - - 3JC< US:' SAME A iC FLORIDA EXTRUDERS IN T . IN. SANFORD. 'FL SLIDING GLASS DCOR INSTALLATION IT = SCREVS BE FL= _C= 7 CONCRETE OR SHIM. -S PE'C'DMASONRYOPENING (SEE NOTES) BY OTHERS CAULK BETVEEN DOOR FLANGE B WOOD SUCK CAULK BETWEEN PERIMETER -OOD BucK CAULK, Bi MA$'Y. OPE NjNG O'HE OTH_RS ST UCC er OTr'.ERS INSTALLATION ANCHOR 1 8 SCREW (T YP. WHERE TAPCONS ARE NOT RED -DJ SLIDING GLASS DOOR FRAME SILL L d/ d A D INSTALLATION ANCHOR 3/16" DIA. TAPCON INSTALLATION ANCHOR K9 SCREW (i YP. WHERE ONE BY VOOD TAPCONS ARE NOT REDID.) BUCK BY OTHERS 1 1/r' MIN. EMB_ DHENT SLIDING GLASS DOOR FRAME MAX. JAMB p , SHIM SPACE tl LSLIDING GLASS DOOR FRAME HEAD TEMPEREDGLASS (TYP.) - DOOR HEIGHT D G EMBEDMENT A 1-1/4" MIN. o LIBERALLY APPLY — CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DiA. TAPCON SECTION A -A TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH MAX. SHIM SPACE 1 1/4' MIN. EMBEDMENT ONE By WOOD I BUCK BY OTHERS CAULK BETWEEN d WOOD BUCK L HAS'Y. OPENING BY OTHERS SHIM AS RED'D. SEE NOTES) 1 INSTALLATION ANCHOR 3/16' DIAL TAPCON - Q CAULK BETWEEN — DOOR FLANGE i WOOD BUCK CONCRETE OR HASONRY OPENING BY OTHERS CONCRETE OR MASONP.Y OPENING BY OTHERS INSTALLATION ANCHOR 3/16" DIA TAPCON SLIDING GLASS DOOR - HOOK STRIP 1-1/4' MIN. EMBEDMENT 1 11 d tC L CAULK BETWEEN i WOOD BUCK t MAS"Y. OPENING BY OTHERS CAULK BETWEEN HOOK STRIP 6 WOOD BUCK Q ONE BY WOOD — BUCK BY OTHERS STUCCO BY OTHERS uK.41 liuilu )A B.O.A.F.TEMPERED GLASS JTYP.) P. SECTION B`'ACI' 1[7REg' SLIDING GLASS QOR Y` INTERLOCK MASTER FILE # HOCK STRIP DETAIL O DOOR NATERIAL ALUMINUM ALLOT 6063. 2) TAPCON TYPE INSTALLATION ANCHORS MUST BE Or SUFFICIENT LENGTH TO ACMIEVE M1N. CNBCDHENT OF 1-1/4• INTO MASONRY DR CONCRETE. - 31 ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. 4I IAPCON ANCHOR CHART ON BACK OF THIS SHEET. 5) USE SILICONZCD ACRYLIC CAULK BEMI.D DOOR FLANGE AT HEAD t JAMBS 6) USE SILICDNIZED ACR TLlC CAULK FOR PERINCTER SEAL AROUND EXTERIOR OF DOOR 7) IF EXACT DOOR S12E IS NOT LISTED IN ANCHOR CMART, USE ANCHOR QUANTITY LISTED WITH NEXTLARGERSIZE, FOR THE NOT DESIGN PRESSURE REO-D. BI FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION To FINISHED OPENING PLACE IAPCDNS. IN FRONT OF HOD( STRIP AS SHOWN. 9> GLASS THICKNESS MAT WART PER REDUIREMENTS OF ASTM E1300 GLASS CHARTS101ALLFACTORYAPPLIEDMOUESNOTOESIGNATCDFORTAPCDNANCHORSHOULDBE FILLED WITH 16 SCREWS OF SUFFICIENT LENGTH 10 PROVIDE MIN 5/B' EMBEDMENT INTO WOOD BUCK. III DOOR UNIT S APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 12) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAN SEALER. I3) SHIM AS REO'D. AT EA. SET pF INSTALLATION ANCHORS. MAa ALLOWABLE SHIN STACK TO BE 1/4'. 1.) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSIDM RESISTANT MATERIALS. IS) VHERE 'X' REPRESENTS MOVING FAMEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS APE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 16) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SNOVN ON THIS DRAWING. HOWEVER INSTALLAIION EXTERIOR ELEVATION SECTIONS •A -A' 'B-B• L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN COAL IGUR ATIOHS. 171 INSTALL W TPPCON IM EACH PAIR OF FACIORT APPLIED INSTALLATION HOLES UNLESS NOTCDOTHER13EONANCHORCHART. SEE 9ACK OF THIS SHEET. 18) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVIDESCRIPTION I DATE IINI EXTRUDERSLDPIDAINT. INC. SANFOPD FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH TAPCONS DP-awN BY: BB I APPP.OVED BY: N..... 7I DC/ni I-,r. NiTc .,,,,• -. . T APCON ANCHOR. CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD a SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF--TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, Ox, XO 4S X 80 3 3 3 4 4 4 3 3 4 5068 xx, X, XD 60 X 80 3 3 3 a 4 4 3 4 4 6068 XX, OX, XO 72 X 80 4 4 4 4 4 4 3 4 5 6068 XX, Ox. XO 96 X s0 5 5 5 4 4 4 3" 4 5 10062 XX' OX XO 120 X 80 6 7( ) 4 4 4 3 4 5 5080 xx, 0x, x0 60 X 96 3 3 3 5 5 5 4 5 6 15 I Is80XX, Ox, XO 96 X 96 5 5 5 5 10080 XX, OX. X l20 x % 6 F 7 > 5 5 a 6 6 50100 xx, OX, XO 60 x 120 3 3 3 6 6 6 5 6 7 60100 xx, Ox, X 72 X 120 4 4 4 6 6 6 6 7I 8 80100 xx. ox. X 96 X 120 5 S A 6 6 7 (DI) 6 8 9 9069 OXO 109 1/8 X 80 5 5 6 4 4 4 3 4 5 12068 OXO 145 1/8 X 80 7 17 9 (D2) 4 4 4 3 4 5 15068 OXO lei 1/8 X 80 8 10 (D2) 11 < 3) 4 4 4 3 4 5 9060 OX0 i09 1/8 x 96 5. 6 5 5 5 4 6 6 12080 OX 145 1/8 X 96 7 8 (D1 9`< ) ' 5iji ii i:''. 4 6 6 15080 OX0 181 1/8 x 96 8 5 5 5 4 6 6 90100 OX 109 1/8 x 120 5 5 7:; t1 Fi'a; D1) 6 8I 10 120100 OXO 145 1/8 X 120 7 6 6 7 <Dll 6 8 10 9068 XXX 106 5/8 X 80 5..,._,.. _ 4 4 -: 4ip 5 12068 XXX 142 5/8 X 80 7 7 8 (DI) a . 4' ; 4 I 5 15068 Xxx 178 5/8 X 80 8 1 -1 4 a 4 5 9080 XXX 106 5/8 X 96 5 5 6 5 5 5 6 12080 xxx 142 5/8 X 96 7 8 (Dl) 9 (D2) 5I 5 5 6 15080 XXX 178 5/8 X 96 8 11 (D3) 3 5 5 5 6 90100 xxx I06X 120 5 i100xxx1425/8 x 120 7 n n (r)-) 6 6 17 10 I0068 OxXO 119 5/8 X 80 6 6 7 CD1> 4 4 4H12068OXX 143 5/8 X 80 7 7 8 (DI4 4 4I16062OXX 191 5/8 x 80 9 10 (DI) 1P CD3) 4 4 4 I d UXXU 1 /b X 76 b 6 7 (Dll 4 b12080xx01435/8 x 96 719 8 (Dll 9 (D2) 5 I 15 I4616080OxXO1915/8 X 96 I D3) 14 (DS) 5 5 a 1OXXO I I 9U161 I (2010I I I I I 00OXXQ1519/8 X 120 10 (D D 6 6 cDl> 6 8 10 10068 xxxx Ili 1/4 x 6 6 4 4 4 4 D I I I I 14 I 16068XXXX1891/4 X 80 9 (DI) 10 (D2) 12(DD4) 4 4 3 4 5 10080 xxxx 11 i/4 x b 6 7 (DI) 12080 XXXX - lai 1/4 x 56 7 18 (D1) S (D2) I 5 I 5 I S I a I I 16080xxxx1891/4 X 96 9 (DI) 1A (D4) 12 ('5> 5 5 5 6 6 100100 XXXX ll7 I/4 X 120 DI) 6 I 6 7 CD1) 68 l0 L0100 XXXX 1=.1 !/4 X 120 I7 18S <DI) 16I0 cD3> 176 5 7 CDl)6 8 F10 bG100 XXXX 189 1/4 X 120 i0 CD'c) 3 cD5> 15 (D7) 6 I 6 7 cDi> 8 p10 FC 2 4 ANCHOR NOTES: I) IN SOME CASES TAPCONS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLE. 'D1' THRU 'D7' DESIGNATES 1N WHICH SIZE 2 CONFIGUREATIONS TWO TAPCONS ARE REO' D. 2> ' DIMEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) 'D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) '133' 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 B SILL SHOUL-D BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD 8 SILL. B: SECONDLY, AT EACH END OF HEAD - 8 SILL NEAP. JAME CORNER., IF NEEDED. C: LOCATIONS IN HEAD 6 SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A:. FIRST, ADJACENT TO LOCKS IN . JAMBS. B SECONDLY, AT EACH END OF JAMBS NEAP, HEAD b SILL CORNERS. C LOCATIONS IN JAMBS OTHER. THAN AS LISTED IN A 8 B. r n nn -1 EXTRUDERS R\ 1LAINT. INC. SANFORD. FL. mLE, SLIDING G!_ASS DOOR TAPCON GL- SS CHART L , n L.E. _._ CIVILrE302 „i1 _;._. sE+w N.T.S, oJe'cr'__x)05= 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 26.000 758 705 705 705 705 705 293 243 229 220 219 219 38.375 138 109 101 91 85 85 50.625 85 78 70 63 62 54.625 108 80 73 65 59 58 55.625 102 53 48 43 37 36 63.000 69 34 31 27 23 22 72.000 45 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & 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 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 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 MULLION ANCHOR BRACKET WINDOW FRAME SILL TYP.) WINDOW FRAME HEAD TYP.) SEE NOTES —12 & #3 D 4 INSTALLATION ANCHOR TYP.) 8 SELF .TAPPING SMS (TYP.) MULLION ANCHOR BRACKET a MULLION v DIE NO, 1447 ACTURER NAME. MULLION A I A . DIE NO. 1447 D FILE # 6 SECTION B-B DWG No: GEN-0453 INSTALLATION ANCHOR TYP.) D a SUBSTRATE v v SECTION A -A NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1447, WHEN USED TO MULL SINGLE HUNG AND R PICTURE WINDOWS HEAD TO SILL. TM"CTI N ATTACH MULLION TO SUBSTRATE WITH 3/16' DIA. 0 Z) IN MAS NRY C NS U 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 3 OF SUFFICIENT LTH, T ACHIEVE 1-3/8' MIN. EMBEDMENT INTO WOOD FRAMING. 4) MUL.LION ATTACHMENT IN SECTION B-B IS TYP. AT JAMBS. 4 GENERAL ALUMINUM CORP. CARROLLTON, TEXAS TITLE' FIN HORIZONAL MULLION INSTALLATION DETAIL c ALUMINUM TUBE MULLION, DIE N. 1447 EXTERIOR E I___ E V A T I NOP AREA _ _ _ _ DRW B B APR _ _ _ _ DATE 3/17/02r., t`d. a WT/FT, SCALE- HATL,-_-- DWG NW G - HALF EN 0453 r uc f" PR RAREk. ®'ir PitODUCT TECHNOLOGY CORP., 250 INTERNATIONAL PKWr., HCA7HROv, FLORIDA 32746 PHONE 407-805-0365 FAX 407-80S-0366 ' s GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1447 WHEN USED FOR MULLING TRANSOM 64 tl FIN HORIZ. MULLION MULL SPAN> WDW. HGT. V 51.000 59.000 72.000 94.000 104.250 25.000 232 157 93 38 26 37.375 206 138 81 33 23 49.625 197 129 74 30 21 53.625 197 128 73 29 20 54.625 197 128 73 29 20 62.000 197 127 71 28 19 71.000 197 127 70 27 18 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1447 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "Y' AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-M5 I FAX 407 805-0366 CA020G40 12J an-2002 01-1201 gnu A, a D'NG NO: 1-0450 MULLI( ANCH( BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLIUIN DIE NO. 1448 SECTION A- A MULLION ANCHOR BRACKET MULLION DIE . N0. 1448 INSTALLATION ANCHOR TYP.) i 4' v SEE NOTES 2 & #3Ia o o I' v—' v EXTERIOR ELEVATION MANUFACTURLER Nj NOTES: ASTER FILE 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1448, WHEN USED TO MULL SINGLE HUNG ..AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP . . SIDE. CARROLLTON,' TEXAS 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. TITLE: FIN VERTICAL MULLION INSTALLATION DETAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 _ --- SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1.-3/8" MIN. EMBEDMENT INTO WOOD AREA: _ _-- ORN: JS APRw: DATE: 3/1 7 FRAMING. WT/FT: -- SCALE: HALF MAIL. ---- DWG NO: PREPARED BY: PRODUCT TECHNOLOGY CORP.. 250 INTERNATIONAL PXWY. HEATHROW, FLORIDA 32746 PHONE 407-805-0365 FAX a07-'_:5-C`s'` . i X GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 FIN VERTICAL S.H. SIZES 18.000 E724.000 30.000 36.000 48.000 53.125 WDW. WTH. > WDW. HGT. V 36.000 506 427 390 379 379 379 319 262 231 215 208 208 44.000 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 80-SM66 ft CA020037 JAN.11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 Q &u 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 91448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY CA020038SUITE250 HEATHROW, FLORIDA 32746 JAN. 11, 02 PHONE 407 805-03651 FAX 407 805-0366 Ot-1201 r-11 7T[• 1. TESTED IN ACCWDANCE WITH STANC4;D I311 LOIND CODE. CHAPTER 17, TO A POSII IVE AND NEGATIVE 37,5 PSF. 2. CASH M-Ke T;S REPRESENT VARID.S 0SECTIONHE111S. 3. FCIR SECT ION 7' HIGH DOOR 5NC1W. 8' HI OH DOORS HAVE FIVE SEC71C5. 4. SECI ION HEIGHT OF 20.812. 19.00 A 16.75 ARE AVAILABLE AND MAY BE LSED IN DIGiNATION ID AOHIEVE VAR OL.6 HE ICHI DOORS. 5. DA3O5S1.ENT PATTERN OF 14. 50 X 20. 375 SHOWN. ALTERNATE PATTERNS OF 12.50 X 43.375 AND 12. 50 X 20. 375 MAY BE USED. 6. TORSION SPRINGS SHUt" EXTENSICN SPRINGS AVAILABLE. 7- USE THIS -ET. REF P/N 405964-0002, :ON 8' HIGH DOORS ONLY. 8. WINDOW MAY BE 'INSTALLED IN THE TOP SECTION OR THE SECTION IMEDIATELY BELOW THE TOP SECTICN. 2X 6• W1700 JAAB 2• • X !• W000 JAA6 OR EOUI VAL ENT P/ N 405964-0001 1/ 4• TRACK BOLT 5/ 16 X 1 3/4• 5• REF LAG SCREW OPENING HE TOR T I VARtES1 T It8. 5f M I LEDNINS. HELOHT . NNS I SCALE: 1/8 f 9. THE STRUT PLACD,ENT ON CYiDRS CCNSTRLiCIEO WITH 5 OR k4)RE SECTIONS MIST BE C0SISTENI WITH THE DOOR SNO,Y,. THE STRUTS FOR THE ADDITIONAL INTE - 'TER FILE INAP RCV P SECT IONS ARE TO 9 RCY v BEPIACEDASiIOMNONTHE7HIRp $ECIION. 10. THE STRUT PLACEAENI Df MD&tON CN ALL SECTIONS LESS THAN 20.812• REOI. CED BY THE DIFFERENCE EETW[EN THE ACTWL SECT ION, HE I CHI • 20.812•. ®® 11. SCREW P/N 6059T1-0001 IS A I— CIA X 5N8• LOUD TYPE AB HEX HEAD ME IAt SCREW 12. POST TO BE INSTALLED ONLY WHEN HIGH WILD WASNINGS ISSUED. lJ. STRUT PLACEMENTS CAN VARY •3•. 11. 0.MNTITvFORROCKS CAN BE 0, 1, OR ? _ TRACK 1 I+--968 END HI NI E II -I ; i .9i'TN"{Fib' 2 093J iiL i J C it u "1{ h la JU I ! II y ® F AM-0 II VIEW ACX 1/ 8, CGS 2' iIRAOC 9 THK (VERTICAL) I- 1 III SECTION " C-C" 2• X 6• WOOD JALIB 2' X 4• JAA.9 "D"-'-T SCALE: 1/2 AWOODLEN OREOUIVALENT. I ZCNTAL TRADE C _ TERBALANCE R TIONAL SPLICE IN HORIZONTAL TRACK Ai I 407605-0004-- TOPOFRADIlJS2PLCS4TYP04 40482E-0003 If405964- 0002 "D" TYP 2 PLCS JYP 2 PLCS 4- 0002 a 400650-0001 TYP13 PLACES TTP_ 2-PLCS. 046450- 0003 404828-0003 TYP 2 PLCS 5 00 36.00 E . B. .8. STANDARD TRACK DETAIL FOR 16' 405771-0001 Pn, 404328-0003 SCALE: 1/76' T• 16'-0' MAX. WIDTHSCALE: 1/18•=1• SERIES280TIRU289AREEOUIVAL04TM61STRILCTIOV25CASTEELINTERIORELEVATIONSERIES180ARES4ECaSTRLCTICNASSERIES280ONLY24GASTEELAt\ DETD CAPS DOOR TESTED WAS 251 SERIES. FIXTI. REIi OPTIONAL WINDOW DETAIL SCALE: 3/32 LATE 400650-0004 SPRING ANCHCR SHAFT HS-TOPOONLYBRACKET Li WIgTH CENTER STILE ROLDOOR ETDSTILESTRUTS/SECT. ROLLER YERTI T ruADWARE JMFMT) 16' 3 S1NOlE YES F 6102" X 7/16' 049" 100 STD- i DETAIL ' F" SCALE: 1 /4 16' WIDE) N S11LE 38680-0004,5.E a2 S) 07603- 0001 9 PLCS) II L- - C• 409327- 0001 w + olal 1mNWc. I.NW..IIs a 1"IW + uW. W IV mroa Na Y4@M K Mn.l nl•4 nllo M.. WR4gAALmqI•d N rw1AD11N• w• IKry4W"O A' LER SEE NOTE4 STRUT TOP FIMAREH I NE£ •. 401199- 0001 1YP 2 PLCS 404828- 0003 TYP 2 PLCS 1 7/8' TFIO. SECTION ' A/A' SCALE: 1/4 F" 061601- 0000 a - DESIGN LOAD E rJSF ± z166® TEST LOAD 7 0• 9dOt11Nl 37.5 PSF ± 8•_ 0• MAX HE I G4T ^--- -- -- 21. 57® 0 12• < 1 405771- 0002 a 404828- 0003/,i'% •%y.6'/> MID CY-DSERIES 2s0 t 180 r„ • v. W M. Y13lN I_S 01/13 /98 RE51 Stl OR 18'-Q• MAX e® wWIDTH. tri MLbJD N/AIv DAV10 FA 02/19/98 •,,... 409335 J N p 14o:tW.4 1 I I STRUT— y REV PER U. 10tap Stubr9a C0575aREVP[p U. 10H1 vurae c ANCHOR W/ O 0C RCv PEF Dr tot! 5/16 X 1 3/4• O I 2 11/32' LAG SCREW +{ i _ 091 MIN _ 7/t6.25 T-LENGiH DOOR WIDTH 1 O 6.04 Y +t t06 THC. -" 1/8 0 0 0 2T1/16W' 0 N2IS/32 9n6•t 7/B OOODO 1 + s/e MIN THK + 4 5/8' O F--4,00—+i .070 MIN-y .- I_ 0 0 0 2 7/16' PIN 400650-XXXX, ROLLED HS-X STRUT P/N 409328-0001 PLATE. 1-4LSP P/N 401199-0001, TOP FIXTURE P/N 405771-XXXX BOT. FIXTL,RE _ PART N..AQER IN.TFK STRUT FOR 190,2110/2901190 SERIES 400650-0001 .030 HS-1ATTACHTODOORWITH400650-0004 .020 HS-04SCREWSP/N 605911-0001 ATTACH TO DOOR WITH 3 SCREWS P/N 605911-0001 P/N 061601-0000. SLICE LOCK ASSY WE DOORSECTION A' m I 1 I I 7' HICHDOOR 0575REF 0 0 O O 6.DO L 0 0 I5.00—+7 P/N 409331-0001 PLATE. FLOCK 7777 Pp6i^IASSY SHOWING FLOOR PLATE PM 409326-X)= POST ASSY, VERTICAL 2 9/32 070 MIN DOO 3 3/16 o 0 000 7 /76 PM 407603-0001. CENTER HINGE STEEL DOORS ATTACH TO DOOR WITH 4 SCREWS P/N 605911-0001 LATE 2.765 156 DIA Fes--3.00- .375 DIA P/N 608069-DO01 PIN 2 1.25 O OO PM 408679-0001 LINK 9/32 O2 070 MIN 1/2' H o c 2 3/e' H O 108 MIN 108 Mimi i 3 3/16 0 o o P/N 405964 k 046450. BRAC(ET, SCAB PIN 405964-0002. BRACKET. SCAB JOINT PART. 14l.6ER ' L' P/N 407605-)O=. END. HINGE 405964-0001 3-1r4 RESID. STEEL DOCKS 046450-0003 4• PMT K. BER 'K 407a03-0m .es SCAB ORACKET DE TA LS407a03-0003,0 40705-0004 ! 07605-0005 0 ATTASTO DOOR WITH TH4 SCREWS P/N 605911-0001 1. 80 p pG-lE C-,`raa3 rG . .• i! 4 j .44 .44 P/ N 404828-0003 ROLLER ASSY, TR-1 TR- 1 ROLLER LOAD: 50 LEIS. MAX. 11t- . 187 1. 25 1.2.50-1 REF F7p O f O , 4. 00 L O 375 DIA 4 HOLES P/ N 408876-0001 SlPPORT w W oimm a r..R ETD CAP 405794- 0001.2.3 TER STILE STD ON 150 SERIES PM 408650-0004,5.E NOT .. REQ'D ON -280 SFJ2lE5-.. - - _.. SCREW P/ N 605911-0001 OR = P/ N 805379-0001(SELF-DRILLINGt / -'I}'• SECTION ' G-G' STEEL STRUTS 18- WIDE OOOEt$) r ' I i,r• A1. YQtils 01/13/ 8 RESISL DRt16?q IM)L: T eos WIDTH, IPOL— wA DAVID Fly1 02/19/ya . ¢0933'S n.P. , s ,...w4, 1 e'a4EEAW DAVID FqW 02/19/g8 w, 3/ ;1 t41n = s e 0 MIAMI- E MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE ME'rRO-DADE FLAGLER BUILDING 140 wIS"r FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375-2901 FAX (305) 375-2908 Premdor Entry Systems CONTILWTOR LICENSING sl?CTION 911 E. Jeferson, P.O. BOX 76 (305)375-2527 FAX(305)375-255s i Pittsburgh ,KS 66762 CONTILW rOR ENFORCEMENT DIVISION 305) 375-2966 FAX (305) 375.2908 PItoDUCr CONTROL DIVISION 305) 375-2902 FAX (305) s 72-6339 Your application for Notice of Acceptance (NOA) of. Entergy 6-8 SIE 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 it 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 V- PIRES: 04/02/2006 Raul xoangucz Chicf Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONIMITTEE 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. 1 APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office sO450001\pc2000\\templates\notice acceptance cover page.dot PRODUCT PERPDRMRnce DATA CODE'. IL METRL--EDGE STEEL DDDR in WDDD PRRME PRODUCT CERTIPICRTIon SHEET - n3z _ Ns Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLRZED ODORS - Gv, nOfill(1RL HEIGHT: 0 0 Single Door with Sidelite Single Door with Sidelite on Hinge side on Strike side 0 Single Door with 2 Sidelites O 0 Double Doors DOOR STYLES -114 GLRSS: goo 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLRSS: 5 1 y; 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 EntergyEntrySystems Out 9M— of prod- inW wMeM matn $Wk9bni, dnvft and pro" dfW subject to Wtge wibhM notice. PRODUCT PERPDRMRnce DATA ' METRL--EDGE STEEL DOOR I(1 WOOD PRRRIE PRODUCT CERTIPICRTIOR SHEET CY2r i Daps - I wf r3 6 Valid for the following side -hinged door arrangements (Sheet 2 of 2): 314 GLRSS: n a L 404 Series 410 Series 450 Series FULL GLRSS: m - r+T'Ze 109 Series 114, 120, 122 Series 152 Series 149 Series 300 Series SIELITE STYLES: F 680 Series 129 Series 200 Series 12R,12L, 2311, 450 Series 152 Series 149 Series 23L, 24R, 24L Series J pp tS0+5 -SO,S IMPRCT No MULTI_ME_STL_WD_GLZ-2 Entergy- - Entry Systems Our conWNilp program of product 0-proremem mska spedgcslbns, design and product dotal t000 10 UUsnge -0=1nolice. Premdor Entry Systems ACCEPTANCE No.: 01-0314.17 APPROVED JUN 0 `5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. 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-1, Sheets 1 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 are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. S. 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 Scction 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 f this syst Man el Perez, P.E. ProducC& of Examiner Prod ontrol Division Premdor Entry SystemsJ 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. j 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP NC ere , P.E., Product Co -ExaminerManuW ProducrControl Division 3 t METRL-EDGE STEEL DOOR In WOOD PRRME PRODUCT CERTIPICRTionSHEET 01- O 1 , ZO &oE- Valid for the following side -hinged door arrangements (Sheet 1 of 2): GLUED DOORS - 6,8,, nomim HEIGHT- 0 0 Single Door with Sidelite on Hinge side 0 0 Single Door with Sidelite on Strike side 3`6 TiOrQ-5 A Single Door with 2 Sidelites Double Doors DOOR STYLES - 114 GLRSS: Hog 100 Series 133, 135 Series 136 Series 680 Series 822 Series 112 GLRSS: 4 Li 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 I -MULTI —ME STI—WD—GLZ-1 Entergy- Entry Systems Our condruing voonm 01product hotavtroem mike smilcaton, deSign and Product d2ta Subject 10 dW9# wftL4n0kl. PRODUCT PERPOR.mnncE ORTR METRL--EDGE STEEL DOOR IR WOOD PRRMG PRODUCT CERTIFICRTIOR SHEET - , 1 p 20 p p-,Ts, Valid for the following side -hinged door arrangements (Sheet 2 of 2): 314 GLHSS: g Li Li u 404 Series 410 Series 450 Series FULL GLHSS: zi CA Qp 109 Series 114,120, 122 Series 152 Series 149 Series 300 Series SIELITE STYLES: s i " yf'a. f fir^' .4 . . i yr2r 680 Series 129 Series 200 Series 12R, 12L, 23R, 450 Series 152 Series 149 Series 23L, 24R, 24L Series DP+S0' -So' S IMPHCT N C MULTI_ME_STL_WD_GLZ-2 Entergy- Entry Systems Ourtondmdng prognem of pro" YnprotememMAts specidCillarm design end product dens su*0toctwge without notice. M.I AM I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh , KS 66762 IVIIAMI- DADE COUNTY, FLORIDA METRO- DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - FADE FLAG LER BUILDING 140 WI;S'I' F[.ACLER STIZEEI-, SUr11: 1603 MIAMI, C'LORIDA 33130-1563 305) 375-2901 FAX (305) 375-2903 CONI' 1L\("1'Olt LK'ENSINC 305) 375-2527 I.AN (305) 375-2553 CON' 1'RAC1'01Z l-.Nl,OitCl•:JII;N'I' DIVISION 305) 375-2966 FAX (305) 375-2903 PRODL'(_' 1' CON'I'R01. DR'ISIOY 305) 375.2902 FAX (305) ,72-6339 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S/E Outswing Glazed Double w/sidelites Residential Insulated Steel Door under Chapter 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 tills 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<oangucz Chicf Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COiNUNI FTEE 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 vlianil -Dade County, Florida under the conditions set forth above. d APPROVED: 06/ 05/2001 Francisco J. Quintana, R.A. Director Miami - Dade Counh' Budding Codc Compliance Office s0450001\pc2000\\ templates\notice acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. 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 01/11/00, 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 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 Elorida Building Codc SFBC) in order to properly evaluate the install. ion ofthis syste Man l Perez, P.E. Product o trol Examiner Prod Control Division 2 W Premdor Entry Systems ACCEPTANCE No.: 01-0314.20 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 J 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. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT NCE Nlan4 Perez, P.E., Product Co o Examiner Produ 6ntrol Division 3 PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES W/ 1/8" GLASS - IN A WOOD FRAME W/BUMPER THRESHOLD (OUTSWING) 110 . 1 1/2' MINIMUM EMBCDNCNr 12) PER HEAD S SILL, (5) PER JAMB ALTERNATC, 3/16' PfH TAPCONS I 1/2' MINIMUM [MBEDMENT % 1/2' X 2' LONG STAPLES • SCC NETS 5 MA% MAX 14B 1/2' MAX 37 1/4• 74• 37 1/4' — MAX , MAX . MAX TIAX 5' MAX MAX 4- MAX 5- MAX MAX 15' O.C. IS' O.C. 15' O.C. 15, O.C. 15' O.C. 15' O.C. IS' O.C. 15' D.C. MAX MAX MAX MAX MAX MAX MAX MAX B C 4- MAX 1105) X 2' F.H.V.S. IN EACH INSIDE JANB 110 X 2' F. V.S. 5) IN EACH INSIDE JAM I I 0r Isi NIA j i I 17 1/ ' MAX O.C. SPACING IB' O.C. i 5I D I. CofNINU t v <31 ON i 1 ii-- WIN SIDES A 43 I /16' aon esD zcn¢s A 17 1/ MAX IB' O.C. TOP OF DOOR a. NARLOC DUD1oLr DDu 1zD I i O.C. SPACING T 4 OF LOCK i 22' X 64' f VI%SEI LOCNS[r i MAX DLO i — 80. 1 16' aDEL DLZDD SERIES0RNARLOCL[X:%ICT i I MAX 17 1/ MAX O.C. SPACING 10' O.C. 00CL I00 j 1 I 17 MAX O.C. I SPACING I L j18' O.C. i Ll j 6'MAX ! 1 110 . 1 1/2' MINIMUM CMB[DMENT12) PER HEAD L SILL. (5) PER JAMB B--t C— ALT[RNAID 7/16' PFH TAPCONS 4• 15' O.C. 15- D.C. 15, D.C. IS' D.C. t55M D.C. 15' O.C. 15' D.C. 15' D.C. I 1/2' MINIMUM EMBEDMCNr MAX MAX MAX MAX MAX AX MAX MAX MAX 4' MAX 5- MAX MAX 4. 4• ' MAX 4. MAX MAX MAX I/2' + 2' LONG STAPLES SEC -GTE 5 ATTACH ASTRAGAL THROW BOLT 08 x 1' LONG STRIKE PLATE TO THE HEADER IN ALL REMAINING AND THRESHOLD WITH 410 x 13/4' 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 R.H. OUTSWING L.H. OUTSWING SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGAL B. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPROVED A$ Ctmtt'LrN:'3'JGI Et TH° STRUCTURAL WOOD BUCK. scuTMFl C, MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED DIRECTLY TO CONCRETE OR MASONRY WITH OR WITHOUT A NON-STRUCTURAL ONE BY WOOD BUCK. ALL ANCHORING SCREWS TO BE 410 WITH C E Jeff B II INGCOO BDE Y U J PR001 T C NTROL DIVISION BUIL CODE COMPLIANCE 0 ICE UM 1 1/2' EMBEDMENT INTO WOOD SUBSTRATE ACCEPTANCE NO. 01.03)4.Z0 u.. ' 9/16' PFH TAPCONS WITH 1 1/2' MINIMUM EMBEDMENT x 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 0PROVED' 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 I DADE COUNTY MODIFICATIONS 1/11/00 1JD 6 LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE LINlrs RISS MIIED, FRAC DC[ A14 a DDED PA (DOOR OPTION 10-1-96 RS JAMBS AND SIDELITES. EXfMIGNS: MESS VID, SId CDTL. Ill A ADD OTHER DOOR CONFIGURATIONS 12A8/ST 7. DOOR/SIDELITE HEADER, DOOR/SIDELITE JAMBS, AND SIDELITE BASE LIR. REVISIa+s onrt sr PARE WJ{: urclat ocra cur mtac ®vnla.ua CORNERS ARE COPED AND BUTT JOINED. DX BT M11 1-29-9/AAII: ISCALE: N.T.S. 8. DOORS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST PREMDOR ENTRY SYSTEMS 31-1028-EM-0 INHIBITIVE PRIMERPAINTWITHADRYFILMTHICKNESSOF0.8 TO 1.2 MIL. 911 E. tTF[RsON 9. FRAMESSHALLBEPRE -PAINTED WITH AN ACRYLIC LATEX WATER -BASED/ PIffS&&( KS66762 SHEET 1 OF 6 WATER -REDUCIBLE WHITE PRIMER WITH A DRY FILM THICKNESS OF 0.8 TO 1.2 MIL. REVISION LEffg C DESIGN PRESSURE RAT[NGS WHERE WATER INFILTRATION REQUIREMENT IS NEEDED IT WHERE WATER INFILTRATION REOUIREMENT IS NOT NEEDED Positive 1 + 50. sF 0.5 QsF NeQct tiveT A P V x 50.5 psF EXTERIOR 37 I/4' MAX 74' MAX l3 1 1/4' 35 3/4• MAX 22' MAX DLO 8 r t - SHIM 11AX m MAX 1/2' GLASS BITE GLAZING DETAIL SHERWIN WILLIAMS 850A aEXTERIORGRADELATEXCAULK EXTERIOR INTERIOR 29 1/8' TEMPERED GLASS SEE GLAZING DETAIL INTERIOR SECTION A -A OUTSWING 111 1/4' MAX R XX 35 3/4' MAX t t ' t. '• 1. t't . OTHER CONFIGURATIONS 37 1/4' MAX SEE GLAZING DETAIL ulr i" IJfiill l 30 24 9 35 3/4' MAX t 3/4- MAX MAX Tam SC7E I/d'/. \9C7 F 4iY:•. ,ia-07: LP.41 iW /.\\ n . MAX MAX 112, MAX kip! 1 &4" 1. . . •8. $ \:.a•• •'i APPROVED AS COMPLYING Vti7TH THE Lp11S lli[4 IORO, [RX QL D. I IpAdfl afflDE 1111MRX LKISS Will, SIQ 0DrL Ill oY JIJn f; oz n a PROD TC TROLDI`/ISION PODOR ENTRY SYS11 BUILDING CODE COMPLIANCE OFFICE SfT laPIfiS6 iJ, Q E6762 ACCEPTANCE NO. 4 I-0314.Za VS TO R DOOR SHEET 2 OF 6 t BVISIDI L[IIII C 80 11/16, MAX 1/4" SHIM MAX r- 3/4" EXTERIOR 79 5/16' MAX FIN. FL. SECiION B-B 2 BY WOOD BUCK 64' MAX DLO 1 3/4" INTERIOR 1 1/4" MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBERI COMMENTS 1 WOOD HEAD JAMB 14 1 1/4' X 4 9/16' MTL, TO BE PINE OR EQUIVALENT 0 COMPRESSION WEATHERSTRIP 5 OCKSCREEN BRAND LOXS AL 9650 (BRONZE) 3O ALUMINUM ASTRAGAL rEM PREMDOR BRAND OR EQUIVALENT— 5/8' ALUMINUM ASTRAGAL Q ALUMINUM -BUMPER THRESHOLD 15 PREMDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' 5Q TOP CHANNEL EM-08 PREMDOR BRAND - 1 11/16' - 20 GA STEEL STEEL SKIN IQX26U17I.D04 -.ODD) Ax IRIO ESS F M fxsk[ I1gn. XIX nraxss R¢ «pant 1[sr WRIZI Is 01 O POLYURETHANE FOAM CORE BASF FOAM - DENSITY 2.0 TO 2.5 1.bs./Ft' BOTTOM CHANNEL EM-07 PREMDOR BRAND - 1 11/I6' - 20 GA STEEL 9 WOOD LOCK BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT ID STRIKE STILE EM-06 PREMDOR BRAND - 1 I1/16' - 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 EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EQUIVALENT 15 HIO-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR 6 ql0 X 2' F.H.W.S. 5) SCREWS THROUGH HINGE JAMB INTO SIDELITE JAMB, 8' DOVN FROM TOP, THEREAFTERMAX18' O.C. 10) SCREVS THROUGH STRIKE JAMB INTO SIDELITE JAMB, V DOWN FROM TOP MAX 8' D.C. THEREAFTER 6) SCREVS THROUGH EACH SIDELITE JAMB INTO SIDELITE, 4' DOWN FROM TOP, MAX 15' D.C. THEREAFTER 17 nD rxvs. v/MINIIUM I v2 EMBEDMENT Da 3/16' PFH TAPEONS V/MINIMUM I I/Y EMBEDMENT REFER TO ELEVATION VIEW, FOR I OF SCREWS USED AND LOCATIONS IB 410 X 3/4' F.H.W.S. 2) SCREWS PER HINGE INTO JAMB 19 48 x 2' F.H.W.S. 2) SCREWS AT EACH STRIKE PLATE 0 LOCKSET KWIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 0 910 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 POLYPROPYEENE FRAME— DC-1643 — cODI-2 ART MP RCLASS SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EQUIVALENT WOOD CASING EM-21 ITEMS ARE MOLDINGS USEFORSIDEMTL. TO By SIDEBE PINE ORJAMBS• AS MULLIONS 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 DL B6 X 1 I/2" PAN HEAD SCREWS 18 PER FRAME TO SPACING TO BE 3• IN FROM EACH CORNER AND NOT TO EXCEED..IV OC THERE AFTER. 0 SIDELITE STILES EM-26 15/16' X 1 11/16' MTL. TO BE PINE OR EQUIVALENT l 1 PIN NAIL 3/4' LONG NAIL, 4• IN FROM END, MAX 8' O.C. THERAFTER, USED ON MULLIONS AND TRIM DOW SILICONE # 9 9 5 4 9 / 16 " LIMITS: UNLESS NOTED, FRAC. DEC = ANG. EXTRUSIONS: UNLESS NOTED, STD. COM'L. TOL'S. t7I FNFINFFR: APPROVED AS CO'APLYING VvTTHTHE D SOUTH Ft V4A DING CODE DR. BY R.S. .DATE JtJfi U ° PREMDNR ENTRY SY BY 911 E. JEFFERSON PRODU CO ROL DIVISICN PITTSBURG, KS. 66762 EUILDIN CODE IANCE OFFICE ACCEPTANCE NO. - 0's I y • LO BADE COUNTY MODIFICATIONS ADDED PAGE 5 (DOOR OPTIONS) 31-1028-EM-0 SHEET 3 OF 6 REVISION LETTER B 2 BY WOOD BUCK 0 1/40 SHIM MAX 79 3/16" INTERIOR MAX 80 11/16" MAX 2 BY WOOD BUCK SECTION C-C 1 1/4" EXTERIOR PLEASE SEE "GLAZING DETAIL" DRAWING #31-1028—EM-0 SHEET 2 OF 6 1 1/4' DOW SILICONE #995 LIMITS: A EXTRUSIONS APPROVED AS COMPLYING WITH THE OUEH FL(P,1PA 13UIL DING C0; E DR. BY R. DAZE - EY JtJrj J _ PREMOUR ENTRY PROOL6j NTRCL DIVISION 911 E. JEEFERSON BUILDING CODE CO%IP- ' OFFICE PITTSBURG, KS. 66762 ACCEPTANCENO. Of ,tY.Zos C. ANG. ' S. 0 DADE COUNTY MODIFICATIONS Mini A AATERLAI WAS Poi YSTYRENE 2-99 RS ADDED PAGE 5 (DnnR npTioNS to-I-9e IRS ADD SCREVS TO LITE FRAME L MATERIAL LIST 2-I8-97 IR.S. 31-1028-EM-0 SHEET 4 OF 6 REVISION LETTER D In ir w u• nc roc n• nG rot n¢c u• ac u• n• ¢c I 1 1 1 I I r I I 1 YatvYK1w j yr w a C YKlna 00 1n[ flZ//. vKll• cj L4d I1 1 1 CC IS• n J' nG i3' 3w' ac IY n nCw• w DUO w s• nG • r ac n• ac • s nG III 1> I/Y ui?7aCYK(Ki nc vKl c 0 o nnv0 1/rGYKIK, ac YKIIG It 3= sac u • aL w • Ir, w DOOR CONFIGURATIDNS 111 1/•• . 111 1/.• w w ua - IT nc •I,- aL p' aC '•]' aL IT pC UYaL u, w lYOG ]!' aGFFU' nC I]" at IT at 1]' OL w ua u+ UYn[. 'SNnC ua pY'L Y°` u,. rl I w I ua 1 1 w 1 w w I I 1 I w 1 w 1 1 w 1 w I I 1 at M acvvKi•c j ativKnc at, vKlw ac vKIK 0 ac YKlua jO j BO I1/16' EO 11/li' j a j \ - _ ,0 11/1.• j O jvvrwvvr ,., a I/z• .., oz vKlw nc vKIK ac vKlw aGIVKl• j at1YKl•G 1 I 1 I 1 I 1 1 1 1 I 1 1 1 1 1 1 1 J' a ]• nL 1!' J' nL If' a 2SG 1]' 0 l ]' nL 3. 0 i f • uNwi ]• w w w - w 1!. ,. Dxx xxo xx fpZa-- 1u• nc n• ac u• nc n• ac. n• nc u• nc _ 1 u• nc r nc. u• ac Ir. nc - ... 1 I 1 1 at YKI.4 11 1/>' u O ac YKIK P yr ..a a nc YKIK - j vvr ,w, 0 ac vKl•t eo Ilna• \ j \ at vKl•a: n un.• 0 j \ _ 0 \ vvr .. a - - vvr .. nc YKI.c I) I/r OuiL T> KI4 L YKIK, i I 1 I 1 1 I - uy r•. i I• .., ra . .., . w l-•. w w X 0No x LIMITS- UNLESS NOTED, FRAC DEC = AN(i EXTRUSIONS- UNLESS NOTED, SIQ COM'L. 1Q'S. ArPROVED AS COMPLYING WITH H/L SOUTH FL fflkA ,T1flNt CE DR• BT J lrj U PREMDOF sr 911 E. JEFFERSON PR001 .-f, 0WTROLDIVISIOtl PITTSBURG, X$ 6E BUIU ODE COMPLIANCE Or ACCEP in12CE NN0. 0 - 0 3 1 L/. 31-1088- EM-0 SHEET 5 OF 6 REVISION LETTER OTHER GLAZED DOOR PANEUSIDELITE STYLE S WSURFACE APPLIED MUNT.INS, 36 y — Bo00000l rC0 9 I A A MrsonJoolI`oJ J oLnoo Le J LJ °„ II II it II 'i114 1111 1 1 ii jj 111 11 II r. 111 11 II II II I11i, .. 111 / 111 ;i)); 11/ 111 Ii I II II II II ., • , /// ,r1i!, 111 111 -= 11jjjjII11IIIIIIII ,!ii!, I•.i /11 / 11/ 1 1 1 II ll i!111 ,III, 111 111 r BOB _ non n 00 uuu goo goo U0o a o PD- 35 PD-36 PD-37 PD-38 PD-39 PD-40 PD-41 PD-42 PD-43 PD-43A PD-43B 36" 01 lo- M A X 79 1/16" 8 o M x a o a 0 SL- 10 SL-20 SL-30 SL-60 SL-50 SL-50B SL-69A SL-69B SL-69C SL-25 SL-55 SL-30D SL-40 SL-90A SL-908 SL-90C SL-30B SL-30C SL-70 SL-80 LIMITS LNNLESS NOIED, FRAC DEL + EXIRUSI[ NS UNLESS NOTED, STT1 CENT. TELI& pAl[ BT APPROVED AS COMPLYING WITH THE LIP REVISIONS PART RAME:PREMDOR DOOR OPTIONS SOUTH FL lft WI ING CODE np DT 111. DATE / 1 KAI1` SCALE` DATE BY Juj PREMDUR ENTRY SYSTEMS 31-1028-IM-8 PROD T NTROLDIVISION 911 E. J[rFERSOBSHEET 6 OF 6 soILD:; aG Coo=_ COMPLIANCE OFFICE PITTSBIR6, XS 66762 rsCENO at-o3 ry.2o REVISION LEITER